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M.K.S.
&
R.
S.I.
UNITS
AGOR
Birla Publications Pvt. Ltd.
BIRLA’S M.K.S. &
S.I.
UNITS
By Prof. R.
Ag or
Also Available * Steam Tables ° Refrigerant and Psychrometric o
Dear Students
Gas Tables
,
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editions. Many of our best selling titles have been unlawfully printed by unscrupulous persons. Your sincere effort in this direction may stop piracy and save intellectual rights.
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PUBLiCATlOMS PVT. LTD-
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Phones
:
Fax
22323254, 22323622 011-22324544 :
1
Contents Table No.
List
"
of Tables
" 77
77"
Page No.
_
Symbols 1.
Rolled steel Equal Angles
2.
Rolled steel unequal Angles
3.
Rolled steel
TEE
4.
Rolled steel
Beams
5.
Rolled steel Channels
6.
Properties of
two equal angles back
7.
Properties of
two unequal angles back
to
back (Longer
legs)
22
8.
Properties of
two unequal angles back
to
back (Shorter
legs)
26
9.
Properties of starred angles two equal angles
30
10.
Properties of Starred angles two unequal angles
31
11.
Single joist with additional plates on both flanges (Girders)
32
t2.
Single joist with channel and plates on both flanges (Columns)
36
13.
Single joist with additional plates on both flanges (Columns)
48
14.
Two
joists of
same
size with flanges butting
54
15.
Two
joists of
same
size laced or battened
16.
Two
channels of same size laced or battened (Columns)
17.
Double channels will Ranges butting and welded Toe
18.
Edge distance of holes
70
19.
Permissible stress in axial compression
70
20.
Areas of groups of round bars
71
21.
Perimeter of round bars
71
22.
Round Bars
72
2
^
bars
^2
^ to
back
and welded (Columns)
(Columns)
55
to
60
Toe (Columns)
69
73 .
Square Bars
24
.
Mild Steel
flats
25
.
Mild Steel
flats (cross sectional area)
.
Moment of
Inertia
centimetre width of two flanges per
78
26
80
.
Moment of
Inertia
of one
X-X-axis
27 28
.
Reduction for area for
29
.
Strip
30
.
Sheet
.
Safe loads for single angle struts (single bolt)
86
31
32
Safe load for single angle struts (double bolt)
88
.
33
.
Areas of round bars
23
74 (weights)
76
web
plate about
its
rivet holes
81
82 84
in slabs
per meter width for different s pacings
92
SYMBOLS Letter
symbols used
handbook
in this
a
Sectional area
b
Width
A
The
b
in
shall
have the meaning assigned
cm
sq
Cyy
=
Radius
of gyration
about the U-U axis
lw
=
Radius
of gyration
about the V-V axis
longer leg of an unequal angle or one of the, legs in the case of an equal
rxx
=
Radius
of gyration
about the X-X axis
angle
Ryy
=
Radius
of gyration
about the Y-Y
s
=
Maximum
t
=
Thickness of angles, plates,
=
Mean
=
Thickness
of flange
The
shorter leg of an unequal angle or
one
of the legs in the
The
lesser
case
of
an equal
the two extreme fibre distances from the X-X axis of
tf
lesser of the two extreme fibre distances from the Y-Y axis
Slope
D
The outstand
of flange of the bulb in the
case
of
etc.
the
(2
=
Thickness
w
=
Calculated weight
thickness of tension flange of
web in
kg per
m
(
= 0.785
a)
Distance of extreme
Distance of extreme
fibre
from the X-X Zc
-
Modulus of extreme compression flange
fibre
from the Y-Y
Zi
=
Modulus of section based on the distance of extreme fibre of the tension flange
Zxx
=
Modulus
of section
about the X-X axis
Zyy
=
Modulus
of section
about the Y-Y axis
Y-Y
axis =
axis
9
Rivet
gauge distance
in
the flange
91
Rivet
gauge distance
in
the
h
Overall depth of section
Moment
web
of flange at the centre of
Mean
axis
mm
the
in
thickness of compression flange
=
tt
bulb angles
l
allowable shear
outstand
The
D
exz
:
ruu
angle
Cxx
them as indicated below
to
of inertia
web
about the U-U axis
A
line parallel to
the section
fibre
the axis of the
of
the
web
of
w
Moment
of inertia
about the V-V axis
the case of berams, channels and tee bars) or parallel to the axis of the longer flange (in the
I XX
Moment
of inertia
about the X-X axis
case
I
lx
Product of
Y-Y
inertia
Moment
M
Maximum
of inertia
about the X-X and
X-X axis=
moment
angles (in
and bulb the case of
equal angles) and ing through the centre of gravity of the profile of the section
about the Y-Y axis
allowable
unequal
angles) or either flange
axis
lyy
of
(in
A
line
ing through the centre of
gravity of the profile of the section, r1
Radius
at root of the flange
r2
Radius
at toe of the flange
r3
Radius
of bulb corners in the
bulb angles
at right
case
of
and
angles to the Y-Y axis.
Lines ing through the centre of gravity of the profile of the section,
U-U and = V-V axis
>
representing the principal axis of the section
STEEL TABLES
2
Y
TABLE
1
ROLLED STEEL EQUAL ANGLES DIMENSIONS AND PROPERTIES
Designation
&
Thicknes
size
Ax B
t
mm ISA 2020
ISA 2525
ISA 3030
ISA 3535
ISA 4040
ISA 4545
ISA 5050
ISA 5555
ISA 6060
ISA 6565
Sectional
Weight per Motro
Area
(w)
Cento
O£
a
cm
of Gravity
2
|
'Kg.
N
1 1
ii
<
Distance
of
Extreme Fibre e xx =e yy
cm
cm
3.0
1.12
0.9
8.8
0.59
1.41
4.0
1.45
1.1
10.8
0.63
1.37
3.0
1.41
1.1
10.8
0.71
1.79
4.0
1.84
1.4
13.7
0.75
1.75
5.0
2.25
1.8
17.7
0.79
1.71
3.0
1.73
1.4
13.7
0.83
2.17
4.0
2.26
1.8
17.7
0.87
2.13
5.0
2.77
2.2
21.6
0.92
2.08
3.0
2.03
1.6
15.7
0.95
2.55
4.0
2.66
2.1
20.6
1.00
2.50
5.0
3.27
2.6
25.5
1.04
2.46
6.0
3.86
3.0
29.4
1.08
2.42
3.0
2.34
1.8
17.7
1.08
4.0
3.07
2.4
23.5
1.12
2.92 2.88
5.0
3.78
3.0
29.4
1.16
2.84
6.0
4.47
3.5
34.3
1.20
2.80
3.0
2.64
2.1
20.6
1.20
3.30
4.0
3.47
2.7
1.25
3.25
5.0
4.28
3.4
26.5 33.4
1.29
3.21
6.0
5.07
4.0
39.2
1.33
3.17
3.0
2.95
2.3
22.6
1.32
3.68
4.0
3.88
3.0
29.4
1.37
3.63
5.0
4.79
3.8
37.3
1.41
3.59
6.0
5.68
4.5
44.1
1.45
3.55
5.0
5.27
4.1
40.2
1.53
3.97
6.0
6.26
4.9
48.1
1.57
3.93
8.0
8.18
6.4
62.8
1.65
3.85
10.0
10.02
7.9
77.5
1.72
3.78
5.0
5.75
4.5
44.1
1.65
4.35
6.0
6.84
5.4
53.0
1.69
4t31
8.0
8.96
7.0
68.7
1.77
4.23
10.0
11.00
8.6
84.4
1.85
4.15
5.0
6.25
4.9
48.1
1.77
1.73
6.0
7.44
5.8
56.9
1.81
4.69
8.0
9.76
7.7
75.5
1.89
4.61
10.0
12.00
9.4
92.2
1.97
4.53 (Continued)
ROLL! D STHHL EQUAL ANGLES
TABLE
1
(Contci)
ROLLED STEEL EQUAL ANGLES DIMENSIONS AND PROPERTIES
Moments
of Inertia
Radii of Gyration
_y\
A rrr~
Modulus
'uu
cm 4
J
cm
cm
cm
0.4
0.6
0.2
0.58
0.73
0.5
0.8
0.2
0.58
0.8
1.2
0.3
1.0
1.6
0.4
1.2
1.8
1.4
1.8
XX
=
cm 4
/ yy
^uu
/J
**
'yy
Radius
at
Radius
at
Too
Root
Product of
mm
mm
cm
0.37
0.3
4.0
2.5
0.2
0.72
0.37
0.4
0.73
0.93
0.47
0.4
0.73
0.91
0.47
0.6
0.6
0.5
0.72
0.91
0.47
0.7
0.7
2.2
0.6
0.89
1.13
0.57
0.6
2.8
0.7
0.89
1.12
0.57
0.8
1.0
2.1
3.4
0.9
0.88
1.11
0.57
1.0
1.2
2.3
3.6
0.9
1.05
1.33
0.67
0.9
2.9
4.7
1.2
1.05
1.32
0.67
1.2
1.7
3.5
5.6
1.5
1.04
1.31
0.67
1.4
2.1
4.1
6.5
1.7
1.03
1.29
0.67
1.7
4.5
5.0
5.0
3.0
3.0
3.0
0.4
0.8
1.3
3.0
2.0
5.5
1.4
1.21
1.54
0.77
1.2
7.1
1.8
1.21
1.53
0.77
1.6
2.6
5.4
8.6
2.2
1.20
1.51
0.77
1.9
3.2
5.3
10.0
2.6
1.19
1.50
0.77
2.3
3.7
5.0
8.0
2.0
1.38
1.74
0.87
1.5
6.5
10.4
2.6
1.37
1.73
0.87
2.0
3.8
7.9
12.6
3.2
1.36
1.72
0.87
2.5
4.6
9.2
14.6
3.8
1.35
1.70
0.87
2.9
5.4
6.9
11.1
2.8
1.53
1.94
0.97
1.9
1.53
1.93
0.97
2.5
5.3
5.5
6.0
3.0
3.0
2.9
4.1
14.5
3.6
11.0
17.6
4.5
1.52
1.92
0.97
3.1
6.5
12.9
20.6
5.3
1.51
1.90
0.96
3.6
7.6
14.7
23.5
5.9
1.67
2.11
1.06
3.7
17.3
27.5
7.0
1.66
2.10
1.06
4.4
10.1
22.0
34.9
9.1
1.64
2.07
1.06
5.7
12.8
26.3
41.5
11.2
1.62
2.03
1.06
7.0
15.1
6.5
4.0
ISA 3030
ISA 3535
19.2
30.6
7.7
1.82
2.31
1.16
4.4
36.0
9.1
1.82
2.29
1.15
5.2
29.0
46.0
11.9
1.80
2.27
1.15
6.8
16.9
34.8
54.9
14.6
1.78
2.23
1.15
8.4
20.1
24.7
39.4
9.9
1.99
2.51
1.26
5.2
29.1
46.5
11.7
1.98
2.50
1.26
6.2
17.2
37.4
59.5
15.3
1.96
2.47
1.25
8.1
22.0
1.94
2.44
1.25
9.9
26.2
6.5
4.5
ISA 4040
ISA 4545
ISA 5050
ISA 5555
8.6
22.6
18.8
ISA 2525
2.4 5.5
4.5
71.3
AxH ISA 2020
0.3
3.4
45.0
&
'i
cm
9.1
Designation
Inertia
Size
cm 4
*/
of
Section
ISA 6060
11.3 13.3
6.5
4.5
ISA 6565
14.5
f
Continued}
S
I *
I
I
[AMI
I .*%
Y
TABLE
I
(ConuL)
ROLLED STEEL EQUAL ANGLES DIMENSIONS AND PROPERTIES
Designation
Thickness
& Sl*0
A
-
B
ISA 7070
ISA 7575
ISA BOBO
ISA 9090
ISA 100100
t
ISA 130130
ISA 150150
ISA 200200
Aren a
Distance of
Gravity
Extreme Fibre cxx * *yy
*
5 0
6.77
53
GO
806
6 3
61 8
err?
Centro of
/v n1 520
mm
1
kg
1
Cyy
cm
cm
89
5.11
1.94
5 06
8.0
10 58
83
81 4
2.02
4.98
100
13.02
102
100.1
2.10
490
50 60 00
7 27
5.7
559
8.66
6.8
202 206
5.44
38
8.9
66 7 87 3
2.14
5.36
2.22
5 28
11
548
10.0
1402
11.0
107.9
60
929
73 96
71.6
2.18
5.82
942
227
5.73
8.0
12.21
10.0
15.05
11.8
115 8
2.34
5 86
120
17.81
14 0
1373
242
558
6.0
1047
82
80.4
2.42
6.58
105 9
2.51
0.49
8 0
13 79
108
100
17.03
13.4
131 5
2 59
6.41
12 0
20.19
15.8
155 0
2.66
6.34
6.0
11.67
92
902
267
7.33
8.0
15.39
12.1
118.7
2.76
7.24
10.0
19 03 22.59
14 9
146 2
284
17.7
173.6
2.92
7.10 7.08 8.00
120 ISA 110110
Weight per Metro (W)
Sectional
80
17.02
13.4
131.5
300
10.0
21.06
16.5
161.9
3.08
7.92
12.0
25.02
19.6
192.3
3.16
784
15.0
30.81
24.2
2374
3 27
7.73
950
8.0
20.22
15.9
156.0
3.50
100
19.7
193.3
3 58
9 42
12.0
25.06 29.82
23.4
229 6
366
9.34
15.0
36.81
28.9
283.5
3.78
9.22
10.0
29.03
22.8
120 150
34.59 42.78
27.2
4.20
10.74
18 0
50.79
223.7 266 8 329.6 391.4
4.38
10.62
12.0
40.61
36.6
359.0
5.30
14.64
150 180
57.80
45.4
445.4
5.49
14.51
68.81
54 0
1439
93 80
736
529.7 722.0
561
250
5.88
14.12
336 399
406
10.94
4.14
10.86
(Continued)
TABLE
I
(Conid)
ROLLED STEEL EQUAL ANGLES DIMENSIONS AND PROPERTIES
Moments
of Inertia
/N r >/..
.
C
/„
cm
4 Tl
4
U
.
cm
4
_
Radii of Gyration
FT7 VY
A
Modulus
Radius at
of Section
Root
'vu
Radius
Too
at
Product of
4x8
h
cm
cm
cm
cm 1
mm
2.15
mm
cm
2.71
1.36
6.1
7.0
4.5
18.4
2.14
2.70
1.36
7.3
21.7
4
31.1
49 8
36.8
58.8
47.4
75.5
19.3
2.12
2.67
1.35
9.5
90.7
23.7
27.9
57.2
2.10
2.64
1.35
11.7
33.3
38.7
61.9
15.5
2.31
2.92
1.46
7.1
45.7
73.1
18.4
2.30
2.91
1.46
8.4
590
94.1
24.0
2.28
2.88
1.45
11.0
27.0 34.8
71.4
113.3
29.4
2.26
2.84
1.45
13.5
41.7
560 725 877
89.6
22.5
2.46
3.11
1.56
9.6
115.6
29.4
2.44
308
1.55
12.6
42.7
139.5
36.0
2.41
3.04
1.55
15.5
51 .4
101.9
161.4
42.4
2.39
3.01
1.54
18.3
59.2
12.5 14.8
7.0
8.0
4.5
4.5
22.8
33.0
00.1
128.1
32.0
2.77
3.50
1.75
12.2
104.2
166 4
42.0
2.75
3.47
1.75
16.0
61 .5
126.7
201
.9
51 .6
2.73
3.44
1.74
19.8
74.5
147.9
234.9
60.9
2.71
3.41
1.74
23.3
86.5
111.3
178.1
44.5
3.09
3.91
1.95
15.2
145.1
231.8
58.4
3.07
3.88
1.95
20.0
177.0
282.2 329.3
71.8
3.05
3.85
1.94
24.7
104.4
207.0
84.7
3.03
3.82
1.94
292
121.6
195.0
311.7
78.2
3.38
4.28
2.14
24.4
238 4
2796 3374 328.3
.8.5
8.5
5.5
5.5
47.2
65.7
10.0
6.0
115.1
96.3
3.36
4.25
2.14
30.1
113.8
3.34
4.22
2.13
35.7
164.5
535.4
139.3
3.31
4.17
2.13
43.7
197.0
525.1
131.4
4.03
5.10
2.55
34.5 42.7
194.2 238.3
10.0
6.0
402.7
643.4
162.1
4.01
5.07
2.54
755.9
191.8
3.99
5.03
2.54
50.7
279.9
473.8
3378
914 2
235.0
3.95
498
2.53
62.3
6224 9954 7354 1174 8
249 4
4.63
5.86
2.93
569 67.7
368.2 435.0
574.6
12.0
8.0
4.61
5 83 5.78
292
83 5
529.1
4.58 4.54
5.73
2.91
98.7
616.0
1048 9 1668.2
296.0 363.8 429.5
2 93
28620
715.9
6.20
7.84
3.92
122.2
21977 3511.8 883.7 2588.7 4130 8 1046 5
6.17
7.79
3.91
151.4
1301.2
6.13 6.05
7.75
3.90
179.9
763
3.88
2433
1530 5 2015.7
CO
rr,
'O
CO
1788.9
1429.7
3436 3 5460 9 1411.6
ISA 7070
ISA 7575
ISA 8080
ISA 9090
ISA 100100
85.8
140.6
380.5 445.3
Designation
Inertia
15.0
10.0
1058.3
ISA 110110
ISA 130130
ISA 150150
ISA 200200
sn.j-1 tables
6
v
v \
it
i
TABLE
2
ROLLED STEEL UNEQUAL ANGLES DIMENSIONS AND PROPERTIES
D^signason TNck- SectxxiaJ & ness Area
4
Sue S
»
ISA 4C25
ISA 4530
ISA 5030
ISA 6040
ISA 6545
ISA 7045
"fT~
Tr
cm
10.8
0.99
13 7
1.02
1
8
17.7
1.06
1
5
147 186
1
1
**
-
r
l
cm 202
cm
cm 4
1.51
1-2
0.4
1.4
1.93
1.47
1.5
0.5
1.8
02 03
94
1.43
1.9
0.6
2.1
04
1
cm
cm
cm 4
1.93
3.0
0.9
3.3
2.65
1.88
3 3
1.1
4.3
05 07
066
2.61
1.84
4.6
1.4
5.1
08
0 69
2.57
1.81
5.4
16
59
1.0
3.03
Z3^
4.4
1.5
5.0
09
3.03
2.27
57
20
6.5
1.1
2.99
2.23
6.9
2.4
7.9
1.4
081
2.95
2.19
80
2.8
9.2
1.7
1.63
065
3.37
2.35
5.9
1.6
6.5
1.0
1.68
0.70
3.33
2.30
77
2.1
9.5
\2
0.74
3 28
2.25
9.3
2.5
10.3
1.5
0.78
324
2.22
10.9
29
11.9
1.8
1.95
0.96
4.05
3.04
16.9
6.0
19.5
3.4
432
1.99
1.00
4.01
300
199
70
22.8
4.0
5.8
56.9
2.07
1.08
3.93
2.92
25.4
8.0
290
5.2
3.02
2.4
3 56
2.8
30 40 50 60
2.18
2 06 3 52 4.16
30 40 50
234
1.8
3.07
2.4
3 73 4.47
30
5 0
3.5
50
4.76
60 80
50 60 80
/V !,
270
50 60
50 60
i
057
1
246
50 60 80
6, cm 049 053 057
r~
of !nersa
0.62
3 0 4.0
88
Moment
of
Fttjre ,
^
1.4
1
Ostance Extreme
/V
w A_
30 1.41 40 1 84 50 225
23.5
1
27.5
1
30 35 39 43
1.7
167
1.42
0 69
2.2
21 6
1.47
0.73
2.8
27.5
1
51
0.77
33
324
1.55
17.7
235 29.4
1.72
34.3
1.76
3 7
363
565
4 4
7 37
1.9
1
5.26
4.1
40.2
207
1.C9
4.43
3.42
625
22.1
8.6
49.1
2.11
1.12
439
338
26.0
10.1
8.17
6 4
6£8
259 304
4.8
4 9
2.19
1.20
4.31
3.30
33.2
12 8
38.7
7.4
552
4.3
42.2
2.27
1.04
473
52
346
6.56
27.2
8.8
2.32
309
5.1
51.0
1.09
4.68
3.41
240
32.0
10.3
36.3
6.0
1.16
334
41
0
13.1
46.3
7.8
3 26
493
156
55.4
95
858
100 10 52
ISA 8C50
Gravfy
Metre
8.0
ISA 7550
Centre of
per
a
r
mm cm 2 ISA 3020
We*gM
6.02
6.7
657
57
8.3
81 4
2 48
1.24
460 452
4.7
46.1
2 39
1.16
5.11
384
244
34.1
12.2
39.4
6.9
1.20
5 06
3 80
40.3
14.3
28
4.93
372 364
51 .8
106
62.3
18 3 21 8
46 4 59 4 71 2
40.6
12.3
43 0
14.4
457 539
72 35
61 9
185
69 3
11.0
747
22.1
83.3
135
7 16
56
54 9
9 38 100 11 52
7.4
726
90
88 3
2 52 2 60
1.36
490
2 60
1.12
5 40
264
1.16
536
3 88 3 84
24
5 27 5 19
376 368
50
6 27
4 9
48
6.0
7 46
59
579 755 922
80
9 78
7 7
10.0
1202
9.4
1
1
2 73
1
2.81
1.32
82 12.9
(Conw>jed>
r
Radii of Gyration
1
'mm
cm
r
—
Moduli of Section
^
/\ yy
r*a
r
cm
cm
cm
w
1 ]
i
1
cm 3
a
tan
Radius at
Root
Radius
Product of
at
Toe
Inertia
,
'»
cm 3
l.r
mm
mm
4.5
3.0
0.92
0.54
0.99
0.41
0.6
0.3
0.43
0.54
0.41
0.8
0.4
0.42
0.5
0.91
0.53
0.98 0.97
0.41
1.0
0.4
0.41
0.6
1.25
0.68
1.33
0.52
1.1
0,5
0.38
1.25
0.68
1.32
0.52
1.4
0.6
0.38
3.0
0.4
0.9
1.24
0.67
1.31
0.52
1.8
0.7
0.37
1.4
0.66
1.29
0.52
2.1
0.9
0.37
1.6
1.42
0.84
1.52
0.63
1.4
0.7
0.44
0.84
1.51
0.63
1.9
0.9
0.43
5.0
3.0
1.5
1.40
0.83
1.50
0.63
2.3
1.1
0.43
2.3
0.82
1.49
0.63
2.7
1.3
0.42
2.7
1.59
0.82
1.67
0.65
1.7
0.7
0.36
0.82
1.66
0.63
2.3
0.9
0.36
5.5
3.0
1.7
0.81
1.65
0.63
2.8
1.1
0.35
2.7
1.56
0.80
1.64
0.63
3.4
1.3
0.35
3.1
5.8
1.89
1.12
2.02
0.85
4.2
2.0
0.44
1.88
1.11
2.01
0.85
5.0
2.3
0.43
6.8
1.86
1.10
1.98
0.84
6.5
3.0
0.42
8.5
6.0
4.0
4.0
8.0
2.05
1.28
2.22
0.96
5.0
2.5
0.47
2.04
1.27
2.21
0.95
5.9
3.0
0.47
9.4
2.02
1.25
2.18
0.95
7.7
3.9
0.46
11.8
6.0
6.5
4.0
8.9
2.22
1.26
2.36
0.96
5.7
2.5
0.41
2.21
1.25
2.35
0.96
6.8
3.0
0.41
10.5
2.19
1.24
2.32
0.95
8.9
3.9
0.40
13.2
2.16
1.22
2.29
0.95
10.9
4.8
0.39
15.5
11.8
2.38
1.42
2.56
1.07
6.7
3.2
0.44
2.37
1.41
2.55
1.07
8.0
3.8
0.44
2.35
1.40
2.52
1.06
10.4
4.9
0.43
17.7
2.49
1.06
12.7
6.0
0.42
20.9
1.38
2.55
1.40
2.70
1.07
7.5
3.2
0.39
2.54
1.39
2.69
1.07
9.0
3.8
0.39
252 249
1.37
2.66
1.36
2.63
.
ISA 4530
ISA 5030
2.3
1.57
2.33
ISA 4025
1.9
1.39
1.58
ISA 3020
1.2
1.23
1.41
& size A * B
cm 4
0.92
5.0
Designation
6.5
4.0
ISA 6040
ISA 6545
ISA 7045
ISA 7550
13.9
7.0
4.5
12.9
isa so^o
15.2
1.06
11.7
4.9
0.38
19.3
1.06
14.4
6.0
038
22.9
(Continued)
_STEfcl.
TABLE
TABU*
2 (Contd)
rolled steel unequal angles DIMENSIONS AND PROPERTIES
Weight per Metre
Designation Thick Sectional -
&
ness
Area
(W)
Centro of
Distance of
Gravity
Extreme Fibre
h
B
ISA 9060
ISA 10065
ISA 10075
f
a
mm
cm 2
6.0
ISA 15075
ISA 150115
66.7
2.87
1.39
6.13
1.48
6.04
6.8
L
cm 4
cm 4
81.5
14.3
cm 4
cm
4.61
70.6
25.2
4.52
91.5
32.4
1
05.3
18.6
110.9
39.1
22.8
129.1
45.2
127.3 147.5
cm
8.0
11.37
8.9
87.3
10.0
14.01
11.0
3.04
1.55
5.96
12.0
16.57
13.0
107.9 127.5
3.12
1.63
5.88
4.45 4.37
6.0
9.55
7.5
73.6
3.19
1.47
6.81
5.03
110.6
186
6.72
4.93
96.7 125.9
32.4
1.55
41.9
143.6
24.2
1.63
6.63
4.87
153.2
50.7
174.2
29.7
8.0
12.57
9.9
97.1
3.28
10.0
15.51
12.2
119.7
3.37
26.8
6.0
10.14
8.0
78.5
3.01
1.78
6.99
10.5
103.0
3.10
1.87
6.90
100.9 131.6
48.7 63.3
25.6
13.36
5.72 5.63
124.0
8.0
161.3
33.6
5.55
160.4
76.9
196.1
41.2
12.0
ISA 12595
cm
N
2.96
10.0
ISA 12575
8.65
cm
cm
kg
of Inertia
_/v
L
i
A
Moment
13.0
16.50 19.56
*
15.4
131.4
3.19
1.95
6.81
151.1
3.27
2.03
6.73
5.47
187.5
89.5
228.4
48.6
187.8 245.5 300.3
51.6
208.9
30.5
67.2
272.8
40.0
81.6
332.9
49.1
203.2 266.0 325.8 382.6
102.1
252.3
52.9
133.3 162.7
329.7 402.9
69.6
190.4
472.0
101.0 44.5
6.0
11.66
9.2
90.3
4.05
1.59
8.45
5.91
8.0
15.38
12.1
118.7
4.15
1.68
8.35
5.82
10.0
19.02
14.9
146.2
4.24
1.76
8.26
5.74
6.0
12.86
10.1
99.1
3.70
2.22
8.80
7.28
8.0
16.98
13.3
130.5
3.80
2.31
8.70
7.19
10.0
21.02
16.5
161.9
3.88
2.39
8.62
7.11
12.0
24.98
19.6
192.3
3.96
2.47
8.54
7.03
8.0
17.42
13.7
134.4
5.23
1.53
9.77
5.97
407.2
70.2
432.8
10.0
16.9
165.8
5.32
1.61
9.68
5.89
499.1
85.3
529.8
54.6
12.0
21.56 25.62
20.1
197.2
5.41
1.69
9.59
5.81
587.0
99.5
622.2
64.3
158.9
4.46
581.2
123.3 152.4
8.0
20.58
16.2
2.73
10.54
8.77
465.7
238.9
10.0
25.52
20.0
196.2
4.55
2.82
10.45
8.68
714.3
30.38
23 8
233.5
4.64
2.90
10.36
8.60
345.3
841
15.0
37.52
29.5
289.4
4.76
3.02
10.24
8.48
573.3 676.5 823.5
293.4
120
85.6
.4
180.4
4186
1020.9
2212
ISA 200100 10.0
29.03
22.8
223.7
6.96
2.01
13.04
7.99
1210.0
209.2
1286.7
132.5
12.0
34.59
27.2
266.8
7.05
2.10
12.95
7.90
1431.7
246.2
1521.0
156.8
15.0
42.78
33.6
329.6
7.18
2.22
12.82
7.78
1750.5
298.1
1856.7
191.9
ISA 200150 10 0
34.00
26.7
261.9
5.99
3.51
14.01
11.49
1377.9
669.6
1696.6
350.8
12.0
40.56
31.8
312.0
6.08
360
13.92
11.40
1634.9
793.2
2010.8
417.2
150
50 25
39.4
386.5
620
3.72
11.28
2461
.9
513.6
59.76
46 9
460.1
6.33
3.84
2005.6 2359.4
969.9
18.0
13 80 13 67
2889.5
6069
11.16
11369
(Continued)
SvH
l
1
l'
S
!
!
;
1
v'l
l
'
VI
v\v,| IJV
TARI.K
1 /c.mMi
ROLLED STEEL UNEQUAL ANGLES DIMENSIONS AND PROPERTIES V
Y
X
aKM
Mtsfe*
,n
f«*r
cm
cm
«?
r
cm
Ui\
20 20
Its
M
044
18,1
7,ff
0,44
31 5
37 0 43 3
1.27
100
00
0 43
200
1
37
»#6
103
0 47
1
52
14.2
1,32
107
04 05
042
104
041
104
540
01
a 5 55
1
YU YU
M2 MO
3.50 5,40
1
3,12
0,10
4,01
M4 MO
400
m
50
23
52 52
14,4
5 45
1,50
542
1
SO
4.23
1
02
2 02
4 21
1
a**
207
4,10
1
at? 320
202 2 00
MM
270 270
4
aoi
4*a
2.01
4
00 07
4
1
4 01
1
4 72
1
1
0,42
mm
mm
75
50
00
55
tut
24 5
325
0,55
53 4
230 272
13 0
a 55
047
103
0 54
74 2
07 224
115
01
30 3
14 2
0 37 0 30 0 30
20
01
4 45
2v\5
23,1
14 0
0 57
2,0
4,41
2.02 2 02
300
105
57 0 44 0
22 2 27 1
OS057
4
50 35
2 01
25 20
4,25 '
II
00
00
41
0
307
00
043
0 50
110
0 27
51 0
14 5
020
1
30
01 2
17,1
0 20
27 2 55 0
0 30
402 424
0 30
241 0 205 0
0,57
342 0
245
332
2,44 2,44
44 2 54 2 05 3
4,72
0 07
4M
322 520
074
5 22
245
004
040
2 00
214
22 0
202
0 40
2 07
0 00 0 05
2 15
1100
31,1
040
2 04
0 52
2
130,1
303
oaj
4
44
7,00
5 21
20 3
o 35
442
704
521
117,4
503 020
4v1i
4 50
7,00
320
1434
0 20
4
50
0 25
3 12
172 5
1-'
00 0 101 3
0 30
ISA 12575
ISA 12525
110 0 135 0 137 7
41 7
3.31
i&A 10075
02 2
00 52
a 4i
ISA 10003
740
1
1
ISA 2000
42 0 00 7
0.55
1
ft
4
05
12
Him
4 *
K,
11,2
1
iV**^.vaKv>
X
&
Ml
1JM
fVviuvi
At
cm*
1
310
IWfc#
*1
1
i
At
cm
% %
,104
1
a
ft*
,107
rm
470 474
km
0$ a* oo
2 01
3,16
:*«s
1,71 1
3.14
i
,vf
T".^v
100
00
0
7 5
11
25 3 1102 1552
t&A 15075
1252
>*A 150115
0 27 0 20 0 20
12 0
00
204 0 555 3 405 4
0 50 030 0 35
13 5
25
504 002
1
1
0105 250
1
ISA
-WM00
sun.
10
taulls
Y
TABLE 3
ROLLED STEEL TEE BARS DIMENSIONS AND PROPERTIES Y Designation
Weight pef Metre
Size
b
*
h 1
Depth
Width
<W)
Sec Dona Area
^
a
h
b
cm 2
mm
mm
1
of
Section
Thickness Thickness of
of
of
Range
Range
Web
Gravity
1
N
Centre
of
*r
'4
mm
cm
Moments
of
Inertia 1
cm
cm 4
cm 4
3.0
0.60
0.4
02
3.0
3.0
0.83
1.4
0.6
40
6.0
6.0
1.20
6.3
3.0
50
50
6.0
6.0
1.44
12.7
5.9
6.90
60
60
6.0
6.0
1.67
22.5
10.1
mm
ISNT 20
20 x 20
0.9
8.8
1.13
20
20
3.0
ISNT 30
30 x 30
1.4
13.7
1.75
30
30
ISNT 40
40 x 40
3.5
34.3
4.48
40
ISNT 50
50 x 50
4.5
44.1
5.70
ISNT 60
60 x 60
5.4
53.0
ISNT 80
80 x 80
9.6
94.2
12.25
80
80
8.0
8.0
2.23
71.2
32.3
ISNT 100
100
x
100
15.0
147.2
19.10
100
100
10.0
10.0
2.79
173.8
79.9
ISNT 150
150
x
150
22.8
223.7
29.08
150
150
10.0
10.0
3.95
603.8
267.5
100 x 75
15.3
150.1
96.2
230.2
ISHT 75
19.49
75
150
9.0
8.4
1.62
ISHT 100
250
x
100
20.0
196.2
25.47
100
200
9.0
7.8
1.91
193.8
497.3
ISHT 125
250
x
125
27.4
268.8
34.85
125
250
9.7
8.8
2.37
415.4
1005.8
ISHT 150
250
x
150
29.4
288.4
37.42
150
250
10.6
7.6
2.66
573.7
1096.8
ISST 100
50 x 100
8.1
79.5
10.37
100
50
10.0
5.8
3.03
99.0
9.6
ISST 150
75
x 150
15.7
154.0
19.96
150
75
11.6
8.0
4.75
450.2
37.0
ISST 200
165 x 200
28.4
278.6
36.22
200
165
12.5
8.0
4.78
1267.8
358.2
ISST 250
182x250
37.5
367.9
47.75
250
180
14.1
9.2
6.40
2774.4
532.0
ISLT50
50 x 50
4.0
39.2
5.11
50
50
6.4
4.0
1.19
9.9
6.4
ISLT 75
80 x 75
7.1
69.7
9.04
75
80
6.8
4.8
1.72
41.9
27.6
100 x 100
12.7
124.6
16.16
100
100
10.8
5.7
2.13
116.6
75.0
50 x 75
3.5
34.3
4.50
75
50
4.6
3.0
2.00
24.8
4.6
x 87.5
4.0
39.2
5.14
87.5
50
4.8
3.2
2.50
39.0
4.8
60 x 100
5.0
49.0
6.32
100
60
5.0
3.4
2.81
63.5
8.6
ISJT 112.5 80 x 112.5
6.4
62.8
8.14
112.5
80
5.0
3.7
3.01
101.6
20.2
ISLT 100 ISJT 75
ISJT 87.5
ISJT 100
50
(Continued)
In
ISNT
sections, the taper of
one degree
is
divided equally
between the web and the
flange.
11
rolled steel tee bars
TABLE
•b-*1
—
Cee
r
ROLLED STEEL TEE BARS
X
xT
1
T~3
3 (Comd)
|j£
DIMENSIONS AND PROPERTIES
r
r
Radius
Moduli of
Radii of
Section
Gyration
at
Root
Radius at
Slope of
Designa-
Toe
Flange
tion
/X '*T
V
1
1
zm
ri
'*
D
”s
mm
degrees
Z cm
mm
0.2
4.0
3.0
20
0.3
ISNT
0.39
91
0.59
0.4
5.0
3.5
30
0.6
ISNT
0.57
91
0.89
1.5
5.5
91
40
2.2
ISNT
0.82
4.0
1.10
2.4
6.0
91
50
3.6
ISNT
1.02
4.0
1.50
6.5
60
3.4
ISNT
5.2
91
1.21
4.5
1.81
8.1
91
80
12.3
8.0
ISNT
1.62
5.5
2.41
16.0
9.0
ISNT 100
24.1
91
2.05
6.0
3.02
35.7
10.0
ISNT 150
54.6
91
3.03
7.0
4.56
30.1
8.0
ISHT
16.4
94
3.44
4.0
2.22
49.3
9.0
ISHT 100
24.0
94
4.42
4.5
2.76
79.9
10.0
ISHT 125
41.0
94
5.37
5.0
3.45
87.7
11.0
94
ISHT 150
5.41
46.5
5.5
3.92
3.8
8.0
98
ISST 100
0.96
14.2
4.0
3.09
9.9
9.0
98
ISST 150
1.36
43.9
4.5
4.75
43.4
16.0
98
ISST 200
3.15
83.3
8.0
5.92
59.1
17.0
98
ISST 250
3.34
149.2
8.5
7.62
2.5
7.0
91.5
ISLT 50
1.12
2.6
3.0
1.39
6.9
91.5
ISLT 75
7.2
3.0
1.75
9.5
2.15
15.0
98
ISLT 100
14.0
5.5
2.15
11.0
2.69
1.8
5.0
91.5
ISJT 75
1.01
4.5
1.5
2.35
1.9
91 .5
ISJT
6.2
1.5
0.97
5.0
2.75
2.9
91.5
ISJT 100
8.8
1.5
1.17
5.0
3.17
5.1
6.5
91 .5
ISJT 112.5
1.58
12.3
1.5
3.53
cm
ISNT
cm
cm
3
sections, the taper of
one degree
is
divided equally between the
web and
75
the flange.
87.5
N
' •
m iahua
ROLLED STEEL BEAMS DIMENSIONS AND PROPERTIES
VVmKlM |*N Mwft*
h»*»
(W)
111
N
1
1
N l!U»
1!H>
7
1
<
i‘ui»
»;*
8
1
to*
cm* 0 01 10 28
07 1 12* *
1284 i*28
nun him
,*i*o
Ud
.*.•1
12 8
hu n
mm ioo IfUll U'A
mm ibo mm if* mm
’>
7
of
Of
0»k H«»n
Miinuo
Mmu)«t
W«h L
h
li
li
mm
mm
mm
1*0 17*
200 22*
*0 *0 *0 *0
4* 4* *0 *0
MhiiiumI**
Kn«»u*»
Iinullti
Ihntll of flyrmwio
A
^
•
|
cm
I
,
•»
cm 4
cm 5on *83
0 07
02 07
750,7 1306,5
17.3
7 8*
1
17
40 *
807
1
*8
7,71
7*
1.14
40
1*00
100 127
3.0/
100
*0 *4
727
ton
*0 *0
3 7
7**
0*
1,12
VI
lilt 7
1* 12
12*
7*
0.6
4 4
40* W
43.4
* 10
1
U.8
mow
1*0
8 8
4 8
*0
5.1
8*2 70*
175
17*
7,17
1.03
2*27
.3)0
HH)
73
*4
5 56,2 1005 2 WO* *
6.17
21 30
*0 00
11* 4
8 10
2 13
22* 2*0 27*
100 12*
*
5*
0 1*
5,1
2*01 0 3717 8
112.7
8.2
103 4
to 16
233
140
W *
ft
4
5375.3
257.0
11,31
281
1*0 1** 1**
04 0*
5,7
7332 0 0874 8
37*2
12 3*
*10 8
1
141
2*0 305
11 4
13158.3
831 0
14 4*
3.17
10305 3 2/536.1 38*70.0
71*4
1*33
3 15
653.0 10*3 0
18 20 20 10
334
1333.1
21,00
3 4*
1821 0
23 08
370
11
10W
.v**
»»*
2.X) *
2002
i?.t
73
7
33 0
323
7
3* *3 42 02
.ioo
377 43
3*0 * 498 «
4W0W
,w
1* 7
1
rt
1
4
mi n .mo
40*
4*3 *
*3 01
mi
*8 0
72 43
4(H)
1**
12*
3
***2 *40* 73* *
4*0 *00
170 160
13.4
7*0
*3 14 0* *0
WO 5*
14
0 2
3*3
*4* * 07*
100 «7
**0
100
1*0
00
12* *0
(XX)
210
1* *
10 *
*31*1 * 728*7 *
112* 127*
14*0 1**0
100
7*
4 0
2*7 5
40 8
4
12*
75
4 4
4400
437
4 W
72* 4
*2 6
5 20 * 18
II
t«
•mk.
mm
mo
mi n m*o
mi n
nno
mm *oo
It*
V
00 *
If'.MH
too
n
mwii
*.*n
*
1
70 74
04
3 20
4* 2
10(H)
1*0
*0
10 3
1*0 3
24 *2
17*
00
H*
* *
1272 0
200 22*
10*
5,7
223*4
1*0 0
8 32
2 15
31
32 33 30 72
100
.vft
;mo 2 30*
7.10
2*4
680
,*oo
110
11
W
w *
3441 W
2183
0 31
234
37 3 44 t *2 4
30* O 433 * *14 0
47 ** ** 2*
250
12* 124
W0
5131 *
334 5
10 30
7*
**
360
14 2
5.1
8*03 * 13530 3
4530 5377
12 37 14.?t
2 6* 2 64
71
12* 140 140
MU
1
7tt 4(t
4i>0
1W0
W 0
02 27
4*0
20456 4
710 0 *!U *
04 30300 W
too
822 1 *34 0
18 1* 1* 15
2 82
17 4
110 74
140 1*0 1*0
4*21*3
1380 8
20 21
3*2
ISMIl
1**0
IBMti
t
/ft
mMH ISMH
itiMO .-no HHt .IftO
*
It!
mwo
72 4
mw
!
1
tr'.Mll 40k)
tOMH
1
*4 00
1
80
72 7* 7*
130 140
tflMM
01
1
m> o
MX) 32* 360
l:U
cm
322 1 470 3
3 o 3 2 3.7
|
c
mm 3
«*(
y.
oo
„
mm mm mm
IttkknuhH
of
It 1
30 3 1*3 11 104 2
mi n
f hw
WMIh of
Mini
Ai*m
mto
.HH)
172
10 2
20
1
87 82 8*
1
8*
1
1
284 3 0!
KOI
I
D
I
SI
I
I
I,
Ml
J3
AMS
TABLE
4 (ConuL)
ROLLED STEEL BEAMS DIMENSIONS AND PROPERTIES
Radius
Moduli of Suction
cm 3 42.9
cm J 3.7
of
Root
Ton
Flan go
'f
T,
D
5.0
mm 1.5
3.9
5.0
1.5
78.1
5.8
5.0
1.5
19 4
10.1
4.0
/\ I
mm 130.4
91.5
155.0 179.5
91.5 91.5
b,
ft*
C
mm 9.80
10 00 10.25 11.95
mm
mm
23.50 23.40 28.38 38.15
3.00
3.35
3.10
320 3.35
6.5
1.5
91.5
201.5
6.5
2.0
91.5
51.7
11.65
73.0
13.50
23.15 23.00
95.4
14.80
35.30
3.70 3.90
33.6
5.1
7.0
3.0
65.1
11.6
8.0
3.0
91.5
r
R/vot
3.50
mm
mm
30 30 30 40
45 45 45 45
6 6 6 12
ISJB ISJB ISJB ISJB
30 30 35
50 50
6 6 12
ISLB 75 ISLB 100 ISLB 125
40 50 55
50 50 50
12 12 16
ISLB 150 ISLB 175 ISLB 200
55 60 60
16
22 22
ISLB 225 ISLB 250 ISLB 275
125.3
17.7
9.5
3.0
91.5
169.7
23.1
9.5
3.0
91.5
165.7
17.15
37.60 42.45 47.30
222.4
22.5
12.0
6.0
98
180.3
22.35
47.18
4.45
59.45 66.80
4.55 4.70
55 65 80
9.5
a,
mm
141.6
13.8
nation
Flange 1
ft,
dogroos
91.5
91.8
Des»g
(Min)
54 8 116.3
size of
at
mm
Maximum
Connoction Dotoils
Slope
at
/V 1
Radius
3.0
91.5
116.9
16.55
16.70
4.05 4.20
—
150 175
200 225
297.4 392.4
30.9
13.0
6.5
41.0
14.0
7.0
98 98
202.6 223.7
23.70 25.65
488.9
50.2
15.0
7.5
98
245.1
27.45
71.65
4.85
90
60
22
ISLB 300
607.7
61.9
16.0
8.0
98 98
266.5
29.25
79.00
5.00
30.85
78.80
5.20
100 100
65 65
25 25
ISLB 325 ISLB 350
5.50
65 70 70
25 25 28
ISLB 400 ISLB 450 ISLB 500
100 140,100
70 75
32
ISLB 550
25,32 ISLB 600
35 35 40
55 55 55
12 12
50 55 60
55 60 60
12 16
20
ISMB 175 ISMB 200 ISMB 225
65 80 80
65 65 65
22 22 22
ISMB 250 ISMB 300 ISMB 350
80 90 100
70 70 75
22 22 28
ISMB 400 ISMB 450 ISMB 500
751.9 965.3
76.6 86.8
16.0
16.0
8.0
8.0
1223.8
100.4
16.0
8.0
1543.2
118.2
17.0
8.5
1933.2
140.5
18.0
9.0
2428.9
173.5
20.0
10.0 4.5
51.5
10.9
9.0
71.8
11.7
9.0
4.5
96.9
13.1
9.0
4.5
145.4
18.9
10.0
5.0
223.5
30.0
11.0
5.5
305.9
39.7
12.0
6.0
%
410.5
53.5
13.0
6.5
573.6 778.9
64.8
14.0
7.0
76.8
14.0
7.0
1022.9 1350.7 1808.7
88.9
14.0
7.0
111.2
15.0
7.5
152.2
17.0
8.5
288.3
98 98 98
336.2
31.90
78.50
384.0
33.00
80.70
5.80
100 100
430.2
34.90
85.40
6.10
100
98 98
476.1
36.95 39.90
90.05 99.75
6.45
520.0
98 98 98
65.0
17.50
35.50
3.50
89.2
17.90
35.30
3.70
113.9
18.05
37.60
3.90
134.5
20.25
42.25
4.25
152.7
47.15 51.75
4.35
173.3
23.65 25.85
98 98 98
98 98 98 98 98 98
\
6.75
4.75
194.1
27.95
29.25 31.00
59.05 66.25 65.95
4.95
241.5 288.0 334.4 379.2
32.80 35.40
65.55 70.30
5.95
424.1
37.95
84.90
6.60
5.25
5.55
6.20
12
ISMB 100 ISMB 125 ISMB 150
(Continued)
‘The value
of
‘g’
are meant for one row of rivets only.
VTT >L Tito
TABLE
4
i?>
(CantcL,
ROLLED STEEL BEAMS O'MENSIONS
r
^
Dmqntk on
i»riow*
<W>
yx
3
Am
rA
*
tocbon h
H
*SVB 550 -SV3 eoo
103 7 122 €
IS//3 150 tSV/3 175 I3V/3 200
17 0 22 1 22 5
cm* 13211 12027 15521 1017.3
166 5
21 67
2162
25 11 36 71
222 5
Httti
r*wn
550 600
IMMtThdnM
A
*•6
b
210 100
7.0
2CO
74 90
225 250 300
150 200 200
99 90 100
64 67 74
11.4
60
13.0
^ 6
tSV/3 225
239
222 6
SV/8 250 37/2 3CO
40.9
401 2 471 9
61 33
559
5522
7250
€6 7
654 3 55 01 772 9 1C1.15
250 400 450
200 250 200
154
92
500 550 €00
250 250 250
176
?SV/B 300 IT//E 400 :S7/3 <00
45
T
774
4324 5205
2501
525
14558
431 7
540.0
650 629
354 244 355
3oe 246
300 2
150 150 150
150 150 150
9J3
iS^S 2C0 13*3 200
373 400
3659 392 4
47 54 50 94
•?3*S 225
431
422.2
54 94
200 200 225
200 2CQ 225
225 13*3 250 .'SH8 250
465
459.1
0
5002 5366
59 66 64 96 69 71
225 250 250
225 250 250
300 300 350
250 250 250 250 250 250
250 250
724 774
7702 7593
6 22
2^4 104%
350 400 400
572 725
5554 111 14 9074 117 93
450 450
13H0 450 450
9221
m%
4 C2
52362
34 46 26 96 44 C6
250 tfHB <00 rS^a 4C0
12 66
ItS 115625 6
236
2659
65 91
900.1
525
27
674
3621 6
21 3
fSHB 150 iS^B 150 JSHB 150
74 65
222 4C6
456
250
5025
352 1063
20 77 22 56 24 97
600
5766
6575
2357 8 2740 5 4702 5
124 56
"615 0 661 2
446 6
99 52290 9 105 74905 1 112 106136 5
1423 4
555
39205 534.3.1
4
1451
63 0
299 259 2V9
15 62
SSW8 €00
^s^a sco ;SH3 250
622 723 546
17067
732 7
/$r+3 2CO
34 5 165 € 325 5
1
453 454
!S7/3 $00
547
15094 26245
1462 1660
933 9 121 22 1702 6 143 34 1311 6 17026
51
4 12
11752
952
iSr-3
24 24
OB
1366 0
112-5
2394
3 72
CUR*
5521 7
550
1
•*
22426 7 35057 6
J9W9 500 •3-//B
r
cm 2215
639
61
»
f
1633 8 2651 0
ci**
112 64*93 € 120 91813 0
54 56
A •
(
PM 193 206
125 140
150 175
A _ I
tf
Vfl
1>0
5f r jf//
-/ -•*•*.*
*
Of
racsy*
PROPERTIES
Aftf)
14.7
90 90
54 84 11
1
3
1635 6
460 3 434 9
1
6 GO
If
5 11
90 90
6.1
36054
567.1
8 71
451
78
3721 3
9346
9.1
6.5
52795
1353 5
555 380
442 496
9.1
86 69
5473 3 7736 5 7363 9
1396.6
953
484
19612
1031
5 49
2011 7
1070
557
10.6
76 125452
21936
106
94
6
83
2246.7 2451.4
1236 1270 1493
5 29
11
129502 131597
11
6
1
136C28
9.1
12.7
106
25063 5 25623 5
25105 27288
14 65
127
2763 0
1661
522 526 5ie
23852 30450
18 73
5-15
1850
503
97 97
13 7
137
88
10
98 39210 5 113 40349
18 37
541
534
(Ccr'irjei)
KOI
I
I
Si
I)
l
l
I.
15
IUIA.MS
TABLE
4 (Canid)
ROLLED STEEL BEAMS DIMENSIONS AND PROPERTIES
lT
JlU
Moduli of Suction
A
Radius
Radius
Slope
at
at
of
Root
Too
Flango
~i
Connection Details
Maximum
/\
Size of
nation
Flango 1
I
D
D**ig*
ft,
C
**
Q
Qi
Rivet
(Min)
cm,
mm
mm
cm 3 193.0
180
3060.4
252.5
20 0
10.0
111.9
19.0
8.0
4.0
172.5
30.2
8.0
4.0
£62.5
47.0
9.0
4.5
348.5
59.8
9.0
4.5
475.4
85.7
10.0
5.0
654 8
99.0
11.0
5.5
2359.8
degrees
98 98
9.0
mm
mm
mm
mm
41.25
89.40
7.10
100
45.15
99.00
7.50
140,100
75 80
4.20 4.40
55 65 80
55 55 55 55 60 60
96 96 96
116.6
16.70
139.5
17.75
158.8
20.60
47.30 59.60 66.95
96 96 96
181.4
21.80
71.80
4.70
90
203.8
23.10 24.95
96.65 96.30
4.85
140,100 140,100
27.25 29.75
96.00
5.50
340.5
95.70
5.80
250.1
4.55
5.20
119.40
7.10
140
80
32
ISWB 500 ISWB 550 ISWB 600
119.10
7.40
140
80
32
ISWB 600
72.30
4.20
19.0
70.80
5.70
112.0
19.0
69.10
7.40
90 90 90
55 55 55
22 22 22
ISHB 150 ISHB 150 ISHB 150
158.4
20.8
96.95
4.55
158.4
20.8
96.10
5.40
180.5
22.2
109.25
4.75
140,100 140,100 140
55 55 55
94 94 94
180.5 203.5
22.2 23.2
108.20 121.55
4.95
203.5
23.2
120.60
5.90
140 140 140
55 60 60
28 32 32
ISHB 225 ISHB 250 ISHB 250
94 94 94
249.8 249.8
25.1 25.1
121.20 120 30
6.20
296.0
27.0
120.85
5.65
140 140 140
60 60 60
32 32 32
ISHB 300 ISHB 300 ISHB 350
94 94 94
296.0
27.0
299
340.1
29.9
119.95 120.45 119 70
6.55
340.1
140 140 140
60 65 65
32 32 32
ISHB 350 ISHB 400 ISHB 400
120.10 119.35
640
140 140
65 65
32 32
ISHB 450 tSHB 450
34.50
120.05
6.45
473.4
38.30
119.75
8.5
514.2
42.90
18.0
9.0
96
507.9
46.05
8.0
4.0
112.0
19.0
60.2
8.0
4.0
112.0
218.1
63.2
8.0
4.0
94 94 £4
360.8
96.7
9.0
45
372.2
98.6
9.0
4.5
469.3
120.3
10.0
5.0
94 94 94
4870
123.0
100
5.0
618.9
156.9
10.0
5.0
638.7
159.7
10.0
5.0
836.3
175.5
11.0
5.5
8633
178.4
11.0
5.5
1094 8
196.1
120
6.0
1131 6
199.4
12.0
6.0
1404.2
218.3
14.0
7.0
1444 2
221.3
14.0
7.0
1742 7 1793 3
2388
15.0
7.5
242.1
15.0
7.5
7.0
2091.6
239.0
15.0
7.5
2723.9
299.2
16.0
8.0
3540.0
376.2
17.0
38542
423.9
194.1
57.6
205.3
The value
of
‘g’
are meant
94 94
for
ISWB 350 ISWB 400 ISWB 450
32 32
431.0
14.0
22,32 22,32 22,32
70 75
96 96 96
170.7
ISWB 225 ISWB 250 ISWB 300
22
140 140
6.10
1558.1
22,32 22,32
6.75
95.40
6.5
ISWB 150 ISWB 175 ISWB 200
60 65
33.00
6.0
13.0
16
22 22
ISMB 550 ISMB 600
140,100 140,100 140,100
384.0
12.0
mm 32 25,32
509.7
295.5
117.6
138.8
mm
467.5
96 96 96
887.0 1171.3
mm
3862
31.9
386.2
31.9
one row
ol rivets only.
5.80
5.30
6.05
680 7.15
70
22,32 22,32 28
ISHB 200 ISHB 200 ISHB 225
J
i
Y
c
y y
-
TABLE
t f
5
ROLLED STEEL CHANNELS DIMENSIONS AND PROPERTIES Y Weight per
D#**gnnt»on
/X
Thick*
Centro
of
n»»na of
noss of
of
Section
F Lingo
Flringo
Ornvrty
0
h
b
1,
Web L
cm ?
mm
mm
mm
mm
cm
cm 4
cm 4
100 125 150
45 50 55
5.1
3.0
1.40
123.8
14 9
4
2700
25 7 37 9
5.18 6.10
Thick-
of Inwiui
A 1
'
l
L
'm
1
•<0
58
N
7.9
569 775
10 07
99
97.1
12.65
ISJC 175 ISJC 200
11 2 13 9
109.9
14.24
175
136 4
17 77
200
60 70
ISLC 75 ISLC 100 ISLC 125
5.7
559
726
1
35
10.02
40 50 65
3.7
77 5 105 0
75 100 125
6.0
7.9
6.4
4.0
1.62
6.6
4.4
2.04
356.8
7.8
4.8
2.38
95
5
2.40
10.8
2.35
ISJC too ISJC 123 isjc iso
Raytn of Qyrni^n
Width
of
A(o;i
(W)
i
Moments
Depth
Sectiorutl
Motio
10.7
7.41
13.67
66
3.0
1
64
6.9
3.6
1
.66
471
1
cm
cm
09
1.42 1
60
1.73
69
36
1.75
719.9
50.5
7.11
1.88
7.1
4.1
1.97
11612
84.2
8.00
2.18
66.1
11.5
3.02
1.26
164.7
24.0
4.06
1.57
57.2
5.11
2.05
697.2
103.2
6.16
2.37
1148.4
126.5
7.16
1725 5
146.9
8.11
238 237
9.14
2 62
ISLC 150 ISLC 175 ISLC 200
14.4
141.3
18.36
17.6
172 7
22.40
150 175
20.6
202.1
26.22
200
75 75 75
ISLC 22 5 ISLC 250 ISLC 300
24 0 2354 28 0 274.7 33 1 324 7
3053
225 250 300
90
10.2
5 8
2.46
35 65
100 100
10.7
6.1
2.70
2547.9 3607.9
209.5 298.4
10.17
2 89
6
6.7
2.55
6047.9
3460
11
98
2.87
ISLC 350 ISLC 400
38.8
380.6
49.47
45.7
4483
5825
350 400
100 100
8 67
75
70
100
125
40 50 65
ISMC 75 ISMC 100 ISMC 125
42.11
6.0
66 7
9.2
90.3
12.7
124 6
16.19
ISMC 150 16.4 160 9 ISMC 175 19 1 1874 ISMC 200 22.1 2168
20 88
150
2438
175
2821
200
75 75 75
ISMC 225 259 254.1 ISMC 250 304 298.2 ISMC 300 358 351.2
3301
3867 4564
225 350 300
80 80 90
4130
5366
484 6
62 93
350 400
100 100
ISMC 350 42 ISMC 400 49
1
4
11
11
1
55
12.5
7.4
2.41
9312.6
394 6
13 72
2.82
14.0
8.0
2.36
13989.5
460.4
15 50
2.81
7.3
4.4
1.31
76.0
12 6
2.96
7.5
4.7
1
53
186.7
25.9
8.1
5.0
1.94
416.4
59.9
400 507
1
21
1.49 1.92
9.0
5.4
222
779.4
102.3
6.11
2.21
102
5.7
2.20
1223.3
121 0
708
223
11.4
6.1
2.17
1019.3
140.4
8.03
2.23
12.4
64
2.30
9 03
2.38
7.f
2.30
2694.6 3816.8
1872
14.1
219.1
9.94
238
136
7.6
2.36
6362.6
310.8
11.81
261
13.5
8.1
244
10008 0
4306
13 66
2 83
15.3
86
2.42
15032.8
504.0
15.48
2.03
(Continued)
sou-TD sth :
ch^v; us
TABLE i
J|
•
5 fCamdi
4
Li
»,
ROLLED STEEL CHANNELS ] '
DIMENSIONS AND PROPERTIES
4fe 4
Iftodul
cs
Sector
Ser* JC
ac
Co’-oedc^
Detain.
c*
sf
UDT
r iar^e
4
2.
r.
r.
0
±,2
h.
C
r
S’
=K'rf
*V»r»>
_
mm
24 r
4 S
6.0
432 52S
76 5 5
60 70
c?r
;
.
mm 20 25
770 363
50
20
30 35
315 315
1461 1665
•45 153
23 2
5.1
56
35 40
50 50
20 22
iSJC 175
330
123 122 142
122 22
52 55
303
63
20 20
315 915
504
45
125
7.0
25
31
355
35
31
4.0
1725
255
2255
323
11 X)
45
74.3
1
40
35
175.3
24 5
42.1
60
35
132 3 2^5 ^
255 273
45.7
73 73 52
50
470
SO 60
so 60
22 22
iSLC
3X
453 460
53 95
SO so
65 55
23 22
SLC SLC
350 ad:
173 227 300
53 62 65
21
—
23 35
50 55
12 16 22
34 9 34 7 34 5
69 72 76
40 40 *0
55 55 60
25 25 25
SVC 75 SVC IX SVC 125 SVC 150 SVC 175 SVC 200
352 365 412
73 55
45 45 50
60 65 65
25 25 23
60 60
65 70
23 22
60 70
35 35
2313
29.1
357.1
31 4
235 375
47 75
25 90
35
41 4
16.2
35
56 5
13.1
3 5
45 45 50
35
640 254
120 195
-33 5
19 4
10.0
35
IDS 7
21 7
35 35
•254 1502
233 243
1703 1325
271
240 7
29 5
238
303 336
35
22 5
105
a
11.0
50 55 55
2355 3253 424 3
325
12 0 12 0 13 0
60 50 55
35 35 35
571 9
573 565
14 0
70
35 35
of g' a'e
meart
250
70
13 0 14 0
Values
SLC SLC
34 2
52.0
The
22
20.0
50 55 55
502
75
200
4j
5955
150
SLC SLC
40
5321
1
ISLC 150
63
11
754
25 25 25
iSLC -X ISLC 125
6.6
12 3
35 4
5 3
12 16 22
I9LC 75
50 50
35.0
4£4
46 s
—
22 35
351
42.5
m
21
•65 •22
4332
-M3
SJC 200
1170 1356 1500
225 C
-355
*25 150
5 315 315
55 55 60
0
10
30
43 73
so 20 25
SJC SJC SJC
5.1
17 6
24 2
12 16
235 25.7
50
232
4.5
13
14 4
72
533
rrcr.
50 50
45
2
11 5
131 3
mm
25 25
0
121
•57
*
mm
TDTTi
21
30
533
57
mrr
11 5
315 315
1161
333
mm
SIMA
9* 5
for
227
1
3325
one rcw
erf
9.1
460
96
45 7
101
rrvets onty.
*57
225
ISVC 225
SVC
250
‘SVC
3X
SVC
350
ISVC
ax
I>1
MM.I
TABLE
f
AM'
I
6
PROPERTIES OF
TWO EQUAL
ANGLES BACK TO BACK y
f>«/*
Oea-gn/tfKxi
C*ch
A
M
Th*. Warn
WetgM
Arvglo
*
B
r*f
M'/rwjt
Metre
Area
of
(W)
a
Inert**
'if
of
f
la
'm
1 i
rnm
ISA SOSO
ISA 5555
ISA
Wfl
ISA 0646
ISA 7070
ISA 7575
ISA 5CAO
50
55
50
65
'si
o
75
60
*
/
/
*
*
*
*
mm
mm
g
50
30 40 50 60
46
45
60
569
76 90
74 6
55
50
65
o
75
60
50 60 60
1
cm*
cm 4
cm*
5.90
7 76
136 162
66.3
9 56 11 36
22 0 25 6
38 50 62 72
82
604
10.54
1
96 1 125 6 155 0
12.52
294 346
74
9.6
66
1
67 66
44 0 52 6
4
1
64
14.0
1
62
1
82
N 1
100
126 156
50 60 60
00
66 3
11.50
364
86
106 140
1059
45 2
137.3
13 66 17 92
100
17 2
166 7
22 00
69 6
104 136 168
96
96.1
1250
49 4
6
1136
14 66
562
154 166
151.1
100
164 4
19 52 24 00
900
50 60 60
106 126 166
104 0
13 54
1236
1612
62 2 73 6
162 6
21 16
100
20.4
200
50 60
13 6
6 0
176
111 6 133 4 174 6
100
220
2156
60 60
146
1432
19 2
too 120
23 6 26 0
166 4 231 5 274 7
50 60 60
11
11
4
1
16.36
20 04
560
74 6
11
104 124 162 198
cm 1.53 1
53
152 1
51
1.62 1 1
1 1 1 1
60 76
99 38 96 94
94 6
122 146 190
2.12
26 04
114 4
23 4
2.10
14 54 17.32
774
14.2
231
91 4
168
22 76 26 04
1160 1428
220 270
230 226
16 56 24 42 30 10
1120 1450
3562
175 4 203 8
192 25 2 31 0
366
2.15
214
2 26 2 46 2 44 2 41
239
(Continued)
--
*o
>
•
-m.
Wrii.s
3UX
to av.x
iV
TABLE s
r
1
1
-
1
*
1
6
icomid-i
x
PROPERTIES OF TV/O EQUAL
\\
X
ANGLES BACK TO BACK Jc !
* Of
rjt
Gr*^afjcr
»
Graves
r
V-V 2^r_* r*
r
A
^ c-—
00
05
10
IX
15
22
202 205
253 257 260 253
269 274 275 279
256
279 257
255 256 303
291
3.08
320 33C
296
314 215 322 328
330 323 339 3X4
3*
6060
333 335
54
6565
2X1
2X9 352 357
3X6
3 63
336 3X0 3X5 350
352 355
368 372 377 352
ISA 7070
3 72
288
•SA757*
391
err
1
xi
2.37
222 226 228
1
45
209
231
236 2X2 2XX 2X6
1.53
226 228 233 226
2X3 250 255 259
263 265 270 275
2X6 2X3 252 257
267 270 27X 279
282 265 269 295
266 265 272 275
287 289 29X 296
302
3.17
3 C4
320 325 330
256 256 293 297
3.06
321
310 3.19
32X 329 334
2C2 205
3.07
312 317
3X2 3X4 3X9 354
357 359
2-1 x
327 329 334 333
369
275 350 355
328 333 336 3X0
3X9 35X 356 362
363 359
379
3 94
Xio
2M
X 15
125
V32 157
1.57
65
1
1.72
65
1
1.69
1.77
65
1
1.77 1.81
189 1
57
1
29
:.3x 202 210
222
215 227 2 34
2X2
3 03
3.1
X
3C9 214
281
3.00
306 311
3 54
351
356
3.73
3 58
XOG 404
277
393
x 09
*34 5050
231
293 296
212
34 6555
3 ix
396 4 01
S4
30SC
420
(CowiffMtif;
STEEL TABLES
:o
TABLE
6
(Contd.)
PROPERTIES OF
X
TWO EQUAL
ANGLES BACK TO BACK
Designation
Size of
Thickness
Weight per
Sectional
Metre
Area
Each Angles
(W)
A
9
»
mm mm ISA 9090
ISA 100100
ISA 110110
ISA 130130
ISA 150150
ISA 200200
90
x
90
100 x 100
110 x 110
130
150
*00
x
x
*
130
150
200
t
mm
Moment of Inertia
Modulus of
Section
a
H
Radius of
Gyration r
«
1 i
kg
N
cm*
cm 4
cm*
cm
160.2 208.4 253.4
24.4
2.77
32.0
2.75
39.6
2.73
295.8
46.6
2.71
6.0
16.4
160.9
20.94
8.0
21.6
211.9
10.0
26.8
12.0
31.6
262.9 310.0
27.58 34.06 40.38
6.0
18.4
180.5
23.34
222.6
30.4
3.09
80
24.2
237.4
3.07
29.8
292.3
12.0
35.4
347.3
45.18
290.2 354.0 414.0
40.0
10.0
30.78 38.06
8.0
26.8
262.9
34.04
10.0
38.0
42.12
12.0
39.2
15.0
48.4
372.8 384.6 474.8
8.0
31.8
10.0
39.4
312.0 386.5
12.0
46.8
459.1
15.0
57.8
567.0
10.0
45.6
12.0
54.4
15.0
67.2
18.0
79.8
120 15.0
180 25.0
50.04
61.62 40.44
49.4
3.05
58.4
3.03
390.0 476.8
48.8
3.38
60.2
3.36
559.2 674.8
71.4
3.34
87.4
3.31
50.12 59.64 73.62
656.6 805.4 947.6 1149.2
447.3
58.06
1244.8
113.8
4.63
533.7
69.18
1470.8
135.4
4.61
659.2
85.56
4.58
101.58
1793.6 2097.8
167.0
782.8
197.4
4.54
73.2
718.1
90.8
890.7
93.22 115.60
1080
10595
137.62
147.2
1444.0
187 60
3577.8 4395.4 5177.4 6872.6
244.4 302.8 359 8 486.6
6.20 6.17 6.13 6.05
69.0
4.03
85.4
4.01
101.4
3.99
124.6
3.95
(Continued)
TWO EQUAL ANGUS HACK TO HACK
PROPERTIES OF
TABLE
21
6 (Cuntd)
PROPERTIES OF
TWO EQUAL
ANGLES BACK TO BACK
Distance of
Radii of Gyration About Y-Y Axis,
in
Design alien
cm
/\
Centro of
”1
i
Distance. Back to Back of Angles, in
Gravity
cm
0.0
0.6
1.0
1.4
1.8
22
3.68
3.88
4.02
4.17
4.32
4.48
4.38
454
cm 2.42 2.51
3.72
3.93
4.08
4.23
2.59
3.76
3.97
4.12
4.27
4.43
4.59
2.66
3.79
4.01
4.16
4.31
4.47
463
2.67
4.08
4.28
4.43
4.57
4.72
2.76
4.13
4.33
4.48
4.63
4.78
487 493
2.84
4.17
4.38
4.52
4.67
4.83
4.93
2.92
4.20
441
4.56
4.71
4.87
5.02
300 308
4.52
4 73
4.87
5.01
5.16
4.77
4.91
5.06
521
532 537
3.16
4.60
4.81
4.96
5.11
5.26
541
3.27
4.65
4.87
5.02
5.17
532
5.48
350
5.34
5.54
5.68
5.82
5.97
6.12
3.58
537
5.58
5.72
5.86
6.01
6.16
366
5.41
562
5.76
5.91
6.06
621
3.78
5.46
5.67
582
5.97
6.12
6 27
4.56
4.06
6.15
6 36
6.50
6.64
6.78
6.93
4.14
6.20
6.40
654
6.68
6.99
426
625
6.46
6.60
6.75
683 690
4.38
631
6.52
6.67
6.82
6.97
7.12
5.36
8.19
9.39
853
867
8.31
549
826
8.46
8.60
8.74
5 61
8.31
8.52
880
844
865
8 66 8.79
896 902 909
588
858 894 909
8.94
ISA 9090
ISA 100100
ISA 110110
ISA 130130
ISA 150150
7.05
9.24
ISA 200200
SIT EL TAHLK5 Y
TABLE
7
TWO UNEQUAL
PROPERTIES OF
ANGLES BACK TO BACK (LONGER LEGS BACK TO BACK) Design ahon
S»2« C?
Thickness
Weight per
Sectional
Metre
Area
Each Angles
<W)
AxB
ISA 6545
ISA 7045
ISA 7550
ISA 8050
ISA 9060
ISA 10065
ISA 10075
|
kg
45
5.0
82
30.4
6.0
9.3
96.1
80
128
125.6
16.34
70
75
50
90
100
100
x
x
x
x
x
x
45
50
50
60
65
75
Sectjcn
Radars of
Gyration
/
t
u
•a
,
mm
x
of
*9
j
r
McXJUfUS
of Inertia
mm mm 65
Moment
N
cm 4
cm*
cm
10.52
44.2
100
2.05
12.50
52.0 66.4
11
8
2 04
15.4
2.02
cm*
5.0
8.6
54.4
11.04
544
11.4
222
60 80
10.4
1020
13.12
64.0
13 6
2.21
13.4
131.5 162.8
820 906
2.19
16.6
17.16 21.04
17 8
100
21 8
2.16
5.0
9.4
92.2
12.04
68 2
13.4
238
60
11.2
109.9
14.32
605
16.0
2.37
8.0
14.8
145.2
18.76
103.6
20.8
2.35
10.0
18.0
176.6
23.04
124.6
254
233
2
150 180
2.54
5.0
98
96.1
12.54
81
6.0
11.8
115.8
14.92
96.0
2.55
8 0
15.4
151.1
19.56
123.8
23.4
2.52
10.0
188
184.4
24.04
149 4
25.8
2.49
6.0
13.6
133.4
17.30
141.2
23.0
80
17.8
174.6
183.0
22.0
2158
120
26.0
255.1
258 2
302 372 440
286 284
10.0
22.74 28.02 33.14
6.0
15.0
147.2
19.10
193 4
28 4
8.0
19.8
192.2
25.14
251 8
37.4
100
24.4
239.4
31.02
306.4
462
3.18 3.16 3.14
221.3
2 81 2.79
60
16.0
157.0
20.28
201.8
28 3
3.15
8.0
21
206.0
26.72 33.00 39.12
2632 3208 3750
382
3.14
47 2
3.12
55.8
3.10
10.0
12.0
.0
260 308
255.1
3022
I I
%
L--
'*• .
—
'1
v
•
'
r<
i
T
TABLE
{
~
PROPERTIES OF
TWO UNEQUAL
ANGLES BACK TO BACK r
'LONGER -E2S =301
zt
Z^tm
r/
3«TCcr icoj V-V
a*
Gr*i*>
2's^-tr-?
0 0
5^
*
3 5
1C
1
*6
t
9i
223 226
1.95
211
ir
«
:*
^
r
Afqps. r
3-.
sit
5
22
219 222 22S
236 233 244
256 252
215 2*5 223 223
23?
235 24C 24c
1
4
BMX TO 50C
-
x.
ZZ7 Z
n
2*9 zzr 232
1
57 £3
y
73
1
54 56 63
l
1
2 4C
1
2*5
•
23S 244 252
1
54 3?
1
9i
i
96
1
2 SC 253
2£7 2.^
SA79B§
253 2 55
2*2
211
226 231
211
214 2*5 Z2Z 227
23C 232 233 243
24c 2*3 254 25C
255 250 254 270
27C 276 23C 296
2 Sc
1
79
1
i
a?
i
55 53
222 226
1
*7«6
2.1 5
250 254 2T3
Z 5",
St
234 237 242 24=
1
1
246 252 25* 254
2*3
2.5C
1
99
554 5
224 226
54 35 59 33
1
1
222 2 37 2T2
S4
99
221
28? 236 3C4
220 224
3-12
232
24C 245 243 254
3 T9
2 36 2*0 243
2S5 25C 254
27C 275 273
2 55 29C 296
33C 236
252 25?
251
3 19
2 31
5 22 3 2* 312
3.15
3.10
222 227
24c 2S2 253
32?
295
215
331
237 242 347
325 3.3? 3.01
2.25
292 237 202
211
2 53
2.52
r —a
2 52
2A
5052
S4
SC6C
255
27? 232 2C6 213
213 3*5 222 22'
S4 -X66
252 553 2'4 2"5
S4
r
TABLK
7 (Canid)
TWO UNEQUAL
PROPERTIES OF
ANGLES BACK TO BACK (LONGER LEGS BACK TO BACK)
Y
DefttQnntton
SI/# of
SocUonril
WotQht tVH
Thicknoftt
Erich AhqU)
Ain.l
Mn«h»
*
B
t
mm mm ISA 12575
ISA 12595
ISA 15075
ISA 150115
125
125
<
*
150
150
*
x
75
95
75
115
mm
n
ISA 200150
200
200
x
x
100
150
of
Gyration
cm 1
cm 4
cm 1
cm
180.5
2332
375 6 491 0 600 0
44 4 58 8
400
726
3.9/
N
**••
4 01
60 80
24 2
237.4
30.76
100
298
2023
3804
60
202
198 2
482
3 97
26.6
260 9
25 72 33 96
406.4
8.0
5320
61.2
100
330
323,7
42.04
651 6
75.8
396 394
12.0
39 2
384.6
4996
7652
896
3.91
80
274 338
268 8
814 4 098 2
4 83
331.6
34 84 43.12
834
10.0
103.2
4 81
12.0
40.2
394.4
51.24
1174.0
122 4
4.79
8.0
32.4
317.8
41.16
931 4
884
4.78
100
392.4
51 04
1146.8
109.8
4.74
467 0 578 8
60.76
1353.0
75.04
1647.0
1306 1600
4.72
15.0
400 476 590
100
456
447.3
5806
2420.0
185 6
12.0
54 4
533 7
69.18
2803.4
221.2
648 643
150
67.2
659.2
85.56
3501
273.0
64tf
10.0
53.4
5239
68 00
27558
1966
12.0
636 788 938
623.9
81.12 100.50
920 2
11952
47188
234 8 290 8 345 0
637 635
7730
3269 8 4011 2
12.0
ISA 200100
of
Section T
L
1
*<0
MotJulti*
0
>V_
,
of Inortiit
(W)
A
Moment
150 180
18 4
.0
4 69
6 32 8 29
(Continued)
PROPER
I II
.S
o;
two UNEQUAL ANGLES BACK TO BACK
TABLE
7
(Corttd.)
PROPERTIES OF
TWO UNEQUAL
ANGLES BACK TO BACK (LONGER LEGS BACK TO BACK) Distance of
Ra
Gyration About
Centre of
YY Ax*,
in
cm
Design aJ*or.
/\ 1
Gravtfy
Distance.
Back
to
Back
cf Angles, in
1
cm
22
0.0
0.6
10
4.05
2.64
283
2.97
3.11
326
3.41
4.15
268
2 88
3.02
3.17
3.32
348
4.24
2.72
292
3.07
322
337
3.53
3.70
3.59
3.78
3.92
4.06
420
435
3.80
3.63
383
3.97
4.11
4.26
4.41
3.88
367
3.87
4.01
4.16
4.31
4.46
3.96
3.70
3.91
4.05
4.20
436
4.51
523
2.52
2.72
2.86
3.00
3.15
3.31
5.32
2.56
2.76
2.90
305
336
5.41
2.60
2.80
2.95
3.10
320 325
4.46
4.37
4.56
4.69
4.83
4.98
5.14
4.55
4.41
4.61
4.75
4.89
5.03
5.18
4.64
4.45
4.65
4.79
4.93
5.08
4.76
4.50
4.71
4.85
5.00
5.15
523 530
6.96 7.05
335
3.54
3.68
3.81
396
4.11
3.40
3.59
3.73
3.87
401
4.17
7.81
3.45
365
3.79
394
4.09
424
5.99
5.66
5 85
5.98
6.12
6.26
6.40
6.08
5.70
5.90
6.03
6.17
6.31
6.20
5.76
5.96
6.09
6.23
6.38
633
581
6.01
6.15
6.30
644
645 652 659
cxx
1.4
1.8
cm ISA 12575
ISA 12595
ISA 15075
3.42
ISA 150115
ISA 200100
ISA 200150
(Ccrttinvtd)
sti ll Tables
TABLE
Y
8
PROPERTIES OF
X
TWO UNEQUAL
ANGLES BACK TO BACK Y
(SHORTER LEGS BACK TO BACK) Design at*on
Size of
Thickness
Each Angie
Weight
Soctjoo.il
per Meter
Area
(w)
A
-
B
Moment
of
!ner&a
Section
a
f
Modulus
of
1
of
Gyratdn
zm
*m
cm*
cm
i
rr.m
ISA 6545
ISA 7045
ISA 7550
ISA 8050
ISA 9060
ISA 10065
65
x
rrn
45
fO x 45
75
80
90
100
x
x
x
x
50
50
60
65
mm
100
x
75
N
cm
cm
4
5.0
8.2
80.4
10.52
17.2
5.0
1
6.0
9.8
96.1
12.50
20.2
6.0
1.27
8.0
12.8
125.6
16.34
25.6
7.8
1.25
.23
5.0
8.6
103.4
11.04
17.6
5.0
1-26
6.0
10.4
102.0
13.12
20.6
6.0
1.25
8.0
13.4
131.5
17.16
26.2
7.8
1.24
10.0
16.6
162.8
21 04
31.2
9.6
1.22
50
9.4
92.2
1204
24.4
64
1.42
6.0
11.2
109.9
23.6
7.8
1.41
8.0
14.8
145.2
14 32 18.76
36.6
9.8
1.40
10.0
18.0
176.6
23.04
43.6
120
1.38
5.0
98
96.1
12.54
24.6
6.4
1.40
6.0
11.8
115.8
14.92
28.8
7.6
1
8.0
15.4
151.1
37.0
9.8
1.37
10.0
18.8
184.4
19 56 24.04
44.2
12.0
1
39 36
6.0
13.6
133.4
17.30
50.4
11.0
1.71
8.0
174.6
22.74
64.9
144
1.69
10.0
178 220
215.8
28.02
78.2
17.6
120
1.67
260
255.1
33.14
90.4
20.6
1.65
60
15.0
147.2
19.10
64.8
12.8
1
8.0
19.8
194 2 239.4
25.14
838
17.0
1.83
208
1.81
10.0
ISA 10075
kg
2
244
31.02
101
.4
64
6.0
160
157.0
20.28
97.4
17.0
2
8.0
21.0
206.0
26.72
126.6
22.4
2.18
i
g
100
26.0
255.1
33.00
153.8
27.6
12.0
30 9
2.16
302.1
39.12
179.0
326
2.14
(Continued)
PKOH
KIIKS Of
TWo
UNI QtMf. ANCil
l.S
BACK TO BACK
I
ABLE
21
8 (Conid.
PROPERTIES OF
TWO UNEQUAL
ANGLES BACK TO BACK (SHORTER LEGS SACK TO BACK) Distance of
Radii of Gyration About
Centre of
YY
Axis, in
cm
0«*Mgriahon
/\ l
Gravity
Cxx
Distance, Back to Back of Angles,
0.0
0.6
1.0
1.4
in
1
cm
22
1.8
cm 1.08
2.91
3.13
3.29
3.45
3.61
3.78
1.12
2.93
3.16
3.31
3.47
364
3.80
2.98
3.20
3.36
3.52
3.69
386
1.20 1.04
3.17
3.40
3.55
3.71
3.87
4.04
1.09
3.20
3.43
3.58
3.74
3.90
4.07
1.16
3.25
3.47
3.63
3.79
3.96
4.13
1.24
3.29
3.52
3.68
3.85
4.01
4.18
1.16
3.37
3.59
3.74
3.90
4.06
4.22
1.20
3.40
3.62
3.78
3.94
4.10
4.26
1.28
3.45
3.67
3.83
3.99
4.15
4.32
1.36
3.49
3.72
3.88
4.04
4.20
4.37
1.12
3.64
3.86
4.01
4.17
4.33
4.49
1.16
3.66
3.88
4.04
4.19
4.36
4
ISA 6545
ISA 7045
ISA 7550
ISA 8050
52 58
1.24
3.71
3.94
4.09
4.25
4.42
<
1.32
3.76
3.99
4.14
4.31
4.47
4.64
1.39
4.05
4.27
4.42
4.52
4.73
4.89
1.48
4.10
4.32
4.47
4.63
4.79
4.95
1.55
4.14
4.37
4.52
4.68
4.84
5.01
1.63
4.19
4.41
4.57
4.73
4.89
5.06
1.47
4.51
4.72
4.87
5.03
5.18
5.34
1.55
4.56
4.78
4.93
5.08
5.24
5.40
1.63
4.61
4.83
4.99
5.14
5.30
5.46
1.78
4.36
4.57
4.72
4.87
5.02
5.18
1.87
4.41
4.63
4.78
4.93
5.08
5.24
1.95
4.44
4.68
4.83
4.99
5.14
5.29
2.03
4.50
4.73
4.88
5.03
5.19
5.36
ISA 9060
ISA 10065
ISA 10075
(Continued)
S il
TABLE
8
x
(
l
I.
TABU'S
Conul.
PROPERTIES OF
TWO UNEQUAL
ANGLES BACK TO BACK (SHORTER LEGS BACK TO BACK) Designation
Size of
Thickness
Weight per Motro
Each Angle
Moment
Sectional
Aroa
(W)
of Inertia
A
*
B
mm mm ISA 12575
ISA 12595
ISA 15075
ISA 150115
ISA 200100
ISA 2001 50
125
x
75
125 x 95
150 x 75
150
200
200
x
x
x
115
100
150
t
mm
r
Modulus
Radius of
of
Section
Gyration
L
V'..
1
N
kg
6.0
18.4
180.5
8.0
24.2
237.4
10.0
29.8
292.3
cm 2 23.32 30.76 38.04
cm 4
cm 3
cm
103.2
17.4
2.10
134.4
23.0
2.09
163.2
28.4
2.07
6.0
20.2
198.2
25.72
204.2
28.0
2.82
8.0
26.6
260.9
33.96
266.6
37.0
2.80
10.0
33.0
323.7
42.04
325.4
45.8
2.78
12.0
39.2
384.6
49.96
380.8
54.2
2.76 2.01
8.0
27.4
268.8
34.84
140.4
23.6
10.0
33.8
331
.6
43.12
170.6
29.0
1.99
12.0
40.2
394.4
51.24
199.0
34.2
1.97
8.0
32.4
317.8
41.16
477.8
54.4
3.41
10.0
40.0
392.4
51.04
586.8
67.6
3.39
467.0 578.8
60.76 75.04
690.6 837.2
80.4
3.37
98.8
3.34
12.0
47.6
15.0
59.0
10.0
45.6
58.06 69.18
418.4 492.4
2.63
54.4
447.3 533.7
52.4
12.0
62.2
2.67
15.0
67.2
659.2
85.56
596.2
76.6
2.64
10.0
53.4
523.9
68.00
1339.2
116.6
4.44
12.0
63.6
623.9
81.12
1586.4
139.2
4.42
1939.8 2273.8
172.0 203.8
4.36
15.0
78.8
773.0
100.50
18.0
93.8
920.2
119.52
4.39
(Continued)
PROPER
I
IIS Ol
29
TWO UNI OUAI. ANGLES HACK TO HACK
TABLE
8
(Conut.)
PROPERTIES OF
TWO UNEQUAL
ANGLES BACK TO BACK (SHORTER LEGS BACK TO BACK) Radii of Gyration About Y-Y.
Distance of
D«*gnatf>on
cm
y\
Centre of
1 1
Dtstanco, Back to
Gravity
Cxx
in
Back
ol Anglos, in
cm
0.0
0.6
1.0
M
5.71
5.92
6.07
6.22
637
653
6.44
6 60 6.66
1.8
2.2
cm 1.59
68
5.76
5.93
6.13
6.28
1.76
581
6.03
6.18
634
6.50
222
5.43
5.78
5.93
6.08
623
5.84
5.99
6.14
6.30
1
2.31
5.49
564 570
2.39
553
5.74
5.89
6.04
6.19
6.35
609
624
6.40
2.47
5.57
5.78
5.93
1.53
7.12
735
7.50
7.65
7.81
7.96
7.71
7.86
8.02
8 08
1.61
7
7.40
7.55
1.69
7.22
7.45
7.61
7.76
7.92
2.73
6.52
6.73
6.87
7.02
7.17
7.32
7.37
2.82
6.57
6.78
6.93
707
7.22
2.90
6.62
6.83
693
7.13
7.28
7.43
3.02
668
690
7.04
7.19
7.35
7.50
2.01
972 977
9.87
10 02 10 07
10.17
10.33
9.92
10.23
10.38
2.22
949 954 962
9.84
9.99
10.15
10.31
10 46
3.51
8.74
8.95
909
9.38
953
9.44
9.58
950
9.65
9.58
9.73
2.10
360
8.79
9.00
9.14
3.72
8.85
9.06
921
923 929 936
384
8.92
9.13
9.28
9.43
ISA 12575
ISA 12595
ISA 15075
ISA 150115
ISA 200100
ISA 2001 50
v>
SII
f I
VMM
is
V
TABLE
9
PROPERTIES OF STARRED ANGLES TWO EQUAL ANGLES STARRED Space between
Parallel
Faces =
cm
1
Y Six#
Total
Least
Area
Radius of
SiZO
x
60
A
'vv
n
x
55
60
x
1
2
crrr
cm
30
5.90
1.94
4.0
50
7.76 9.58
1.92
6.0
11.36
1.90
x
B
x
r-
mm mm mm
1
80
80
x
x
1.93
90
x
90
70
75
*
x
x
65
70
75
x
80
l
cm
2
w cm
30.10
3.04
12.0
3562
3.01
6.0
20 94
3.50
8.0
27.58
3.47
3 44
10.54
2.11
10.0
6.0
2.10
12.0
34.06 40.38
8.0
12.52 16 36
10.0
2004
2.03
6.0
2334
3.91
8.0
30.78
3.88
38.06 45.18
3.85
34.04 42.12
4.28
3.41
2.07
100
100
x
x
x 5.0
11.50
2.31
10.0
6.0
13.68
229
12.0
8.0
17.92
2.27
10.0
22.00
2.23
110
110 x 8.0
x
\
3.82
425
x 5.0
12.50
251
12.0
6.0
14.88
2.50
15.0
50.04 61.62
4.17
80
19.52
2.47
10.0
24.00
2.44
x 8.0
40.44
5.10
10.0
50.12
5.07
130
x
130
422
x 5.0
13.54
2.71
12.0
59.64
5.03
60
16.12
2.70
.15.0
7362
4.98
8.0
21.16
267
100
2604
2.64
x 10.0
58 06
5.66
12.0
69.18
5 83
x
x
150
x
150
50
14.54
2.92
15.0
8556
5.78
6.0
17 32 22.76 28.04
2.91
18.0
101.58
5 73
x 12.0
93 22
7.84
15.0
115.60
7.79
3.11
18.0
308
137 62 187 60
7 75
20.0
100 x
r
50
x
80
80
Gyration
10 0
10.0
65
a t
-A
-
50 x 50
55
a
t
A mm mm mm *
r
Q
x
Least Radius of
Total
Gyration
A
Area
6.0 8.0
1858 2442
2.88
284
200
x
200
7.63
(Continued)
31
STARRED ANGLES
r
TABLE
.
10
PROPERTIES OF STARRED ANGLES IT
TWO UNEQUAL ANGLES STARRED Space Between
Size
*
B
x
Least
Redius of
Area
Gyration
a
r
t
A
w
cm 2
cm
x 5.0
10.52
1.81
6.0
12.50 16.34
1.81
mm mm mm 65
x
45
8.0
70
75
80
x
x
x
45
50
50
90 x 60
100
x
65
1
x
x
Faces =
cm
1
Least
Radius
of
Gyration
w
r
f
A
mm mm mm
cm 2
cm
10.0
33.00
2.98
12.0
39.12
2 97
125 x 75 x 6.0
23.32
2.84
8.0
30.76
2.86
10.0
38.04
2.86
x 6.0
25.72
3.76
8.0
33.96
3.77
100 x 75
x
1.80
x 5.0
11.04
1.79
6.0
13.12
1.80
8.0
17.16
1.79
10.0
21.04
1.79
1
25
x
95
x 5.0
12.04
2.00
10.0
42.04
3.77
6.0
14.32
2.00
12.0
49.96
3.76
8.0
18.76
1.99
10.0
23.04
1.99
x 5.0
12.54
1.97
6.0
14.92
1.97
8.0
19.56
1.97
10.0
24.04
1.97
150 x 75
150
x
8 0
34.84
2.72
10.0
43.12
2 73
12.0
51.24
2.74
115 x 8.0
41.16
4.52
10.0
51.04
4.53
x
x 6.0
17.30
2.36
12.0
60.76
4.54
8.0
22.74
2.37
15.0
75.04
4.53
10.0
28.02
2.37
12.0
33.14
2.36
100 x 10.0
58.06
3.55
12.0
69.18
3.57
15.0
85.56
3.59
150 x 10.0
68.00
5.83
12.0
81.12
5.84
x 6.0
19.10
2.53
8.0
25.14
2.54
10.0
31.02
2.54
200
200
100
B
x
A 1
Totaal
Size
Total
Area a
4
Parallel
x
x
75 x 6.0
20.28
2.97
15.0
100.50
5.85
8.0
26.72
2.98
18.0
119.52
5.86
i
STEEL TABLES
12
Y
TABLE
11
SINGLE JOIST WITH ADDITIONAL PLATES ON BOTH FLANGES (GIRDERS) Y Composed
/V
Cover
Joist
Plates
—
* 1i
Designation Width
ISWB 150
mm
mum
mum
Meter (W)
Area
ness of Flanges
Distance
Inertia
of
Section
Allow-
allow-
Extreme Gross Moments
o
N
kg
413.0 463.0
53.5 59.7 72.3 84.9 100.6
524.8 585.7 709.3 832.9 986.9
200.0 10.0
561.1
__2 cm
e
w
1
/„
mm
cm
cm
14.4 16.4
8.50 8.70 9.10 9.50 10.00
2889.8
53.67 60.07 72.07 85.67 101.67
20.4 24.4 29.4
68.11
14.6
76.11
9.75 9.95 10.35 10.75 11.25
9141.1 11561.5
4
IT
rv V
cm 4
cm
777.5 914.0
3.81
4935.2 5711.3 7360.0
1521.9 1788.6 2321 .9 2855.3 3521.9
4.73 4.85 5.02 5.14 5.24
850.3 1027.7
832.7 969.2 1242.3 1515.3 1856.7
3.60 3.70 3.86 3.97 4.07
524.2 585.2 708.5 833.4 992.2
1662.1
4.66 4.77 4.94 5.07 5.18
639.8 716.4 871.0 1027.6 1226.6
10.1
3.54 3.64 3.80
641.8 709.9 847.2 986.2 1162.4
10.1
13.3 15.5 18.3
11.00 11.20 11.60 12.00 12.50
6554.6 8218.3 10000.7 12402.1
60.2 66.5
590.6 652.4 776.0 898.6 1052.6
76.71 84.71 100.71 116.71 136.71
16.3
11.00 11.20 11.60 12.00 12.50
7037.8 8023.5 10103.1 12331.2 15332.8
1928.8 2462.1 2995.5 3662.1
94.0
922.1
71.72 78.12 90.92 103.72 119.72
24.1
81 .4
552.3 601.4 700.4 798.5
28.1 33.1
12.25 12.45 12.85 13.25 13.75
7862.4 8838.5 10887.0 13067.0 15983.5
901.0 1037.5 1310.6 1583.6 1925.0
200.0 10.0
65.3
12.0 16.0 20.0 25.0
71 .6
640.6 702.4 826.0 948.0 1102.6
83.24 91.24 107.24 123.24 143.24
17.4 19.4 23.4 27.4 32.4
12.25 12.45 12.85 13.25 13.75
9446.2 10666.4 13227.0 15952.0 19597.6
1781.9 2048.6 2581.9 3115.3 3781 .9
4.63 4.74
673.9 735.8 859.4 982.0 1136.0
87.55 95.55 111.55 127.55 147.55
17.8 19.8
13.50 13.70 14.10 14.50 15.00
11894.9 13374.6 16466.2 19738.3 24089.9
1667.8 1934.5 2467.8 3001.2 3667.8
4.36 4.50 4.70 4.85 4.99
160.0 10.0 16.0 20.0 25.0
200.0 10.0 12.0
16.0
20.0 25.0
79.1
91.6 107.3 56.3 61.3 71.4
84.2 96.7 112.4
68.7 75.0 87.6 100.1
115.8
10.3 22.3 26.3 31.3 18.1
20.1
23.8 27.8 32.8
5.4
4.21
16.8 18.8 22.8 26.8 31.8
200.0 10.0
340.0 386.6 481.0 577.3 700.6
1801.5
64.33 70.73 83.53 96.33 112.33
5766.1
3.91 4.01
4.91
5.03 5.14
able
Shear
S
3 kd.m * I0 kg X 10
1187.1 1460.1
50.5 55.5 65.6 75.6 88.2
10.0 12.0 16.0 20.0
3
4377.2 5484.4 7005.8
128.11
92.11 108.11
cm
3.90 4.04 4.13
3363.1
495.4 544.5 643.5 741.6 865.2
.
M
1
16.6 20.6 24.6 29.6
160.0
able
Gyration
Moment
660.2 782.8
12.0
ISMB 250
of
47.2 57.2 67.3 79.8
12.0 16.0 20.0 25.0
ISWB 225
Radius
42.1
25.0
ISMB 225
Maxi-
of
12.0
12.0 16.0 20.0 25.0
ISWB 200
Modulus
Fibre
160.0 10.0 16.0
ISMB 200
Least
Thick-
ir~
20.0 25.0
ISWB 175
Mean
tional
Thickness
mm
Maxi-
Sec-
per
Weight
of
506.2 574.0 711.1
7.7
6.1
7.6 9.1
11.0
8.0 9.0 11.2 13.4 16.2
9.6
8.3 9.2 11.2
10.8
13.1
15.6 11.5
11.3 13.7
16.2 19.3
13.8
11.2
771.1
12.1
856.7 1029.3 1203.9 1425.3
13.5 16.2 19.0 22.4
881.1
13613
13.9 15.4 18.4 21 .4
1606.0
25.3
976.3 1167.8
3
13.6
16.3
(Continued) i
SINOI.F:
JOIST WI11I ADDITIONAL PLATES
ON DOTH FIANCES
33
V
TABLE
11 (ContcL)
SINGLE JOIST WITH ADDITIONAL PLATES ON BOTH FLANGES (GIRDERS)
Composed
of
Weight
Sec-
Mean
tional
Thick.
Fibre
—^—
Area
ness of Flanges
Distance
893.7 991.8 1189.0 1386.2 1633.4
741.6 802.5
/x
per
Extreme Gross Moments of Inertia
. i 1
Cover Rates
stotst
Metre (W)
*
'N
1
1
.
Designation -Width
mm
ISWB 250
Thickness
mm
320.0 10.0 12.0 16.0
20.0 25.0
(SMB 300
200.0 10.0 12.0 16.0 20.0 25.0 32.0
ISWB 300
320.0 10.0 12.0 16.0 20.0 25.0 32.0
ISWB 350
200.0 10.0 12.0
16.0 20.0
250 32.0
ISWB 350
320.0 10.0 12.0 16.0
20.0 25.0 32.0
ISMB 400
200.0 10.0 12.0 16.0 20.0
25.0 32.0
cm 2
1
K cmH
cm
116.05 128.85 154.45 180.05 212.05
15.6 17.6 21 .6 25.6 30.6
13.50 13.70 14.10 14.50 15.00
16764.4 19132.0 24078.5 29313.8 36278.0
9595.6 11780.2 14510.8
1049.7 1203.7 1418.5
96.26 104.26 120.26 136.26 156.26 185.26
18.7 20.7 24.7 28.7 33.7 40.7
16.00 16.20 16.60 17.00 17.50 18.20
18216.9 20290.6 24594.2 29110.3 35061 .9 43984.5
98.4 965.3 108.4 1063.4 128.5 1260.6 148.6 1457.8 173.7 1704.0 208.9 2049.3
125.33 138.13 163.73 189.33 221.33 266.13
16.2 18.2 22.2 26.2
16.00 16.20 16.60 17.00 17.50 18.20
83.8 90.0 102.6 115.2 130.9 152.8
1499.0
106.71 114.71 130.71 146.71 166.71 194.71
107.2 1051.6 117.2 1149.7 137.3 1346.9 157.4 1544.1 182.5 1790.3 217.7 2135.6
136.50 149.30 174.90 200.50 232.50 277.30
912.3
118.46 126.46 142.46 158.46 178.46 206.46
91.1 101.1
121 .2 141.3 166.5
75.6 81.8 94.4 107.0 122.7 144.6
93.0 99.3 111.3 124.4 140.1
162.1
N
1
926.1
822.1
882.9 1006.5 1130.1 1284.1
974.1
1091.9 1220.4 1374.4 1590.2
31 .2
38.2 19.9 21 .9
25.9 29.9 34.9 41.9 17.1
19.1
23.1 27.1 32.1 39.1
21 .2
23.2 27.2 31.2 36.2 43.2
Ma»-
of
mum
Section AJto*rab*e
Moment
Gyration
a
cm
kg
Modulus
of
mm
'i
Least
Radius
1
6318.8
'yy
M
Zgg
cm
kg
m
Maud-
mum Alo* Shear
S
3 3 * 10 kg< 10
7.38 7.58 7.88 8.09 8.27
1241.8 1396.5 1707.7 2021.6 2418.4
19.6 22.0 26.9 31.8
1787.2 2053.9 2587.2 3120.6 3787.2 4720.6
4.31
1138.6 1252.5 1481.6 1712.4 2003.5 2416.7
17.9 19.7 23.3 27.0 31.6
25202.9 28520.9 35406.6 42832.3 52154.5 66431.1
6451.4 7543.7 9728.2 11912.8 14643.4 18466.4
7.17 7.39
1575.2 1760.5 2132.9 2507.8 2980.3
24.8 27.7 33.6 39.5 46.9 57.5
21.0
18.50 18.70 19.10 19.50 20.00 20.70
26593.6 29361.3 35076.9 41037.0 48838.6 60435.2
1871.0 2137.7 2671.0 3204.4 3871.0 4804.4
4.19 4.32 4.52 4.67 4.82 4.97
26.8
1836.5 2104.5 2441 .9 2919.6
22.6 24.7 28.9
18.50 18.70 19.10 19.50 20.00 20.70
36263.0 40691.4 49836.3 59372.4 71855.0 90409.6
6637.2 7729.5 9914.0 12098.6 14829.2 18652.2
6.97 7.20 7.53 7.77 7.99 8.20
1960.2 2176.0 2609.2 3044.7 3592.8 4367.6
30.9 34.3
21.00 21.20 21.60 22.00 22.50 23.20
37271.7 40833.4 48161 .0 55765.1 65666.7 80287.3
1955.4 2222.1
4.06 4.19 4.40 4.56
1774.8
28.0 30.3
7411.1
2755.4 3288.8 3955.4 4888.8
4.44 4.64 4.79 4.92 5.06
7.71
7.93 8.13 8.33
4.71
4.87
3650.1
1437.5 1570.1
1926.1
2229.7 2534.8 2918.5 3460.7
15.8
38.1
21.3
38.1
33.1
38.5 46.0
26.5
41.1
48.0 56.6 68.8
33.6
35.1
39.9 46.0 54.5
(Continued)
STEEL TABLES
34
TABLE
11 (Contd.1
SINGLE JOIST WITH ADDITIONAL PUTES ON BOTH FLANGES (GIRDERS)
Weight
Sec-
Mean
Extreme
Gross Moment
Least
Modulus
Maxi-
Maximum
per
tional
Thickness
Fibre
of Inertia
Fladius
of
mum
Aflow-
Metre
Area
<W)
of
Distance
Flange
Designa-
/\_ yy
of
able
Section Allowable
Gyration
moment
•yy
M
shear
tion
cm
kg
ISWB 400
ISMB 450
ISWB 450
320.0 10.0
200.0
12.0
117.0 127.0
16.0 20.0 25.0 32.0 40.0
167.2 192.3 227.5 267.7
1147.8 1245.9 1443.0 1640.2 1886.5 2231 .8 2626.1
10.0
103.8
1018.3
12.0
110.1
1080.1
16.0 20.0 25.0 32.0 40.0
122.7 135.2 150.9 172.9 198.0
1203.7 1326.3 1480.3
320.0 10.0 12.0 16.0 20.0
25.0 32.0 40.0
ISMB 500
250.0
10.0 12.0 16.0 20.0
25.0 32.0 40.0
ISWB 500
400.0 10.0 12.0 16.0 20.0 25.0 32.0 40.0
48.1
21.00 50328.0 21.20 56026.8 21.60 67750.9 22.00 79917.4 22.50 95760.0 23.20 119153.0 24.00 147672.0
23233.3
1696.1 1942.4
132.27 140.27 156.27 172.27 192.27 220.27 252.27
23.0 25.0 29.0 33.0 38.0 45.0 53.0
23.50 51554.1 23.70 56009.8 24.10 65149.4 24.50 74597.5 25.00 86849.1 25.70 104843.7 26.50 126644.1
2167.3 2434.0 2967.3 3500.7 4167.3 5100.7 6167.3
129.6 1271.4 139.7 1370.5 159.8 1567.6 179.9 1764.8 205.0 2011.0 240.2 2356.4 280.4 2750.7
165.15 177.95 203.55 229.15 261.15 305.95 357.15
19.6 21.6 25.6 29.6
49.6
23.50 23.70 24.10 24.50 25.00 25.70 26.50
68918.9 76048.1 90671.4 105788.3 125390.9 154182 3 189062.9
7168.0 8260.3 10444.8 12629.4 15360.0 19183.0 23552.0
126.2 1238.0 134.0 1314.5 149.7 1468.6 165.4 1622.6 185.1 1815.8 212.5 2084.6 243.9 2392.7
160.74 170.74 190.74 210.74 235.74 270.74 310.74
22.4 24.4 28.4 32.4 37.4 44.4 52.4
26.00 26.20 26.60 27.00 27.50 28.20 29.00
77735.0 84547.1 98486.6 112851 .6 131416.2 158564.4 191285.0
3974.0 4494.8 5536.5
9703.1 11786.5
1550.0 1672.6 1918.8 2166.0 2474.1 2904.7 3398.2
201.22 217.22
19.2 21.2 25.2 29.2 34.2
26.00 26.20 26.60 27.00 27.50 28.20 29.00
104317.6 115217.0 137520.1 160504.2 190207.6 233644.7 285997.6
13654.5 8.24 15787.8 8.53 20054.5 8.97 24321.1 9.30 29654.5 9.61 37121.1 9.82 45654.5 10.17
147.1
158.0 170.5 195.6 220.8 252.2 296.1 346.4
149.01 161.81 187.41
24.1
213.01
28.1
345.01 289.01 341.01
40.1
24922 281.22 321.22 377.22 441.22
18.1
20.1
33.1
34.6 41.6
41.2 49.2
6849.3 7941.6 10126.1 12310.7 15041.3 18864.3
6578.1
7880.2
6.78 7.01
7.35 7.60 7.84 8.07 8.25 4.05 4.17 4.36 4.51
4.66 4.81
4.94 6.59
cm^g m
x 10
3
kg
x
10
3
2396.6 2642.8 3136.6 3632.6 4256.0 5135.9 6153.0
37.7 41.6 49.4 57.2 67.0 80.9 96.9
32.5
2193.8 2363.3 2703.3 3044.8 3474.0 4079.5 4779.0
34.6 37.2 42.6 48.0 54.7 64.3 75.3
40.0
39.1
7.16 7.42 7.67 7.92 8.12
2932.7 46.2 3208.8 50.5 3762.3 59.3 4317.9 68.0 5015.6 79.0 5999.3 94.5 7134.5 112.4
4.97 5.13 5.39 5.59 5.78 5.99 6.16
2989.8 47.1 3227.0 50.8 3702.5 58.3 4179.7 65.8 4778.8 75.3 5622.9 88.6 6596.0 103.9
48.2
4012.2 4397.6 5169.9 5944.6 6916.6 8285.3 9862.0
46.8
6.81
47.4 50.4 56.2 62.1
69.5 79.9 92.0
(Continued)
SINOI-i;
JOIST WITH ADDITIONAL PIjUKS
ON
fiOTI I
«
FLANGES
TABLE
II
(
Contd
'.)
SINGLE JOIST WITH ADDITIONAL PLATES ON BOTH FLANGES (GIRDERS) Y Composed
of
'
Cover Plates
Joist
Designa*
Sec-
Mean
Extreme
Gross Moment
Least
Modulus
Maxi-
per
tional
Thick-
Fibre
of Inertia
Radius
of
mum
mum
Metre (W)
Area
ness of Flanges
Distance
of
Section
Allow-
AJk>w-
Weight
/K
Width
'
n
Thick-
i
r ^
Maxi-
able
able
Gyration
j-
o
Moment
1
l
(nr
yy
Shear
M
r
VY
S
ness
tion
mm
mm ISMB 550 250.0
ISWB 550
ISWB 600
400.0
400.0
cm
cm
4
cm
4
cm
cal'*
4829.2 5251 .6 6097.8 6946.4 8010.8 9508.4 11232 2
82.7 96.0 109.4 126.2 149.8 176.9
4882.4 5247.9 5980.2 6714.5 7635 3 8930.5 10420.5
76.9 02.7 94.2 105.8 120.3 140.7 164.1
68.0
5826.6 91 .8 6285.3 99.0 7204.2 113.5 8125.4 128.0 9280 5 146.2 10905.1 171.8 12773.7 201.2
63.5
6130.8 96.6 6587.5 103.8 7502.. 118.2 8420.0 132.6 9570.6 150.7 11189.0 176.2 13051.0 205.6
66.9
223.34 239.34 271.34 303.34 343.34 399.34 463.34
21.0 23.0 27.0 31.0 36.0 43.0 51.0
28.50 28.70 29.10 29.50 30.00 30.70 31.50
137632.8 150720.2 177447.3 204919.4 240322.3 291907.9 353812.8
10.0 12.0 16.0 20.0 25.0 32.0
172.9 182.9 203.0 223.1 248.2 283.4 323.6
1696.1
1794.2 1991.4 2188.6 2434.8 2780.2 3174.5
220.21 233.01 258.61 284.21 316.21 361.01 412.21
23.6 25.6 29.6 33.6 38.6 45.6 53.6
31.00 31.20 31.60 32.00 32.50 33.20 34.00
151354.3 163734.7 188975.6 214863.7 248146.3 296492.9 354298.3
13573.7 16304.3 20127.3 24496.3
1927.7 2051.3 2297.5 2543.7 2851.8 3283.4 3775.9
250.38 266.38 298.38 330.38 370.38 426.38 490.38
23.3 25.3 29.3 33.3 38.3 45.3 53.3
31.00 31.20 31.60 32.00 32.50 33.20 34.00
180625.2 196100.6 227651 .7 260011.8 301615.2 362048.3 434305.2
15369.2 17502.5 21769.2 26035.8 31369.2 38835. 47369.2
7.83
2039.5
264.86 280.86 312.86 344.86 384.86 440.86 504.86
24.8 26.8 30.8 34.8 39.8 46.8 54.8
31.00 31.20 41.60 32.00 32.50 33.20 34.00
190053.3 205528.7 237079.8 269439.9 311043.3 371476.4 443733.3
15965.0 18098.3 22365.0 26631 .6 31965.0 39431 .6 47965.0
7.76 8.03 8.45 8.79
2409.3 2655.6 302.1 2963.6 346.1 3395.2 396.3 3887.7
16.0
54.6
14407.3 8.03 16540.6 8.31 20807.3 8.76 25073.9 9.09 30407.3 9.41 37873.9 9.74 46407.3 10.06
1719.7 1843.3 2089.5 2335.8 2643.8 3075.4 3567.9
2163.1
76.1
5.70 5.90 6.07
175.3 187.9 213.0 238.1 269.5 313.5 363.7
207.9 220.5 245.6 270.7
58.2
8344.2
10.0 12.0 16.0 20.0 25.0 32.0 40.0
10.0 12.0
57.5 61.6 69.8 78.0 88.3 102.9 119.6
4432.4 4954.3 5609.3 6531.6 7594.0
10167.1 12250.5
234.2 259.3 290.7 334.7 384.9
10
5.51
104097.8 112277.4 128981.9 146151.9 168279.0 200519.7 239210.3
196.5
kg
7042.1
28.50 28.70 29.10 29.50 30.00 30.70 31.50
209.1
10
4.94 5.08 5.32
24.7 26.7 30.7 34.7 39.7 46.7 54.7
10.0 12.0 16.0 20.0 25.0 32.0 40.0
3652.6
3
3
kgm
4438.0 4958.8 6000.5
82.11 192.11 212.11 232.11 257.11 292.11 332.11
20.0 25.0 32.0 40.0
Note
mm
143.0 1402.8 150.8 1479.3 166.5 1633.4 182.2 1787.4 201.8 1979.7 229.3 2249.4 260.7 2557.5
40.0
ISWB 600
cm
10.0 12.0 16.0 20.0 25.0 32.0 40.0
400.0
ISMB 600 320.0
N
kg
0112.3 9204.6 11389.1
6.07 6.29 6.64 6.91
7.18 7.47 7.71
8.11
8.54 8.88 9.20 9.54
983
9.11
9.46 9.75
3912.1
The properties given in this Table are based on the gross area of of IS 800-1 956. Table The mean thickness of flange is computed according to Note 2 in is comuted on the basis of the allowable stress specified moment allowable The maximum the section.
(1)
II
(2) (3) '
800-1956 and the gross modulus of section (ZXXJ given in this Table. allowable shear stress The maximum allowable shear is computed on the basis of the 20.6.2.2. of IS in defined 800-1956. area sectional effective the and specified in 9.3.2. in
(4)' '
:
92
1
of IS
:
:
I
STEEL TABLES 36
TABLE
SINGLE JOIST WITH CHANNEL AND PLATES ON BOTH FLANGES (GIRDERS)
—
Composed
r
12
of 1
Centre
Area
of
V\
Mean Thickness of
Flanges *
Gravity
Weight
Bottom Flange
Top Flange
Joist
Sectional
a
per
c xx
^
Bootom
Top
, '
w
1
a
A
tion
kg
bosigna-
w
tion
kg
N
N 122.6 1202.7
ISMC 400
49.4
A
mm 320
ness
Width x Thickness
mm
mm
* Thlcft*
x 10.0
320
x
12.0 16.0
20.0 42.1
250
x 10.0
320
x
12.0 16.0
413.0
20.0
ISMC 400
ISMC 350
— — — — — — — — —
49.4 484.6
42.1
413.0
ISMC 300
SWEJ 600
133.7 1311.6
ISMC 400
35.8 351.2
320
320
250
49.4 320 x 10.0 12.0 484.6
320
16.0 20.0
ISMC 350
42.1
250
x 10.0
413.0
320
ISMC 350
49.4 484.6
42.1
413.0
— — — — — —
320
,
kg
N
cm 2
cm
20.0 25.0 32.0 40.0
247.4 265.0 292.6 322.7
2427.0 2599.7 2870.4 3165.7
315.14 337.54 372.74 411.14
29.10 30.46 31.84 33.34
234.6
2301 .4 2463.3 2713.4 2987.1
298.87 319.87 352.27 387.87
30.62 32.00 33.53 35.17
20.0 25.0 32.0 40.0
251.1
276.6 304.5
mm
mm
27.5
33.6 38.6 45.6 53.6
29.1
32.3 35.5 27.7
292 32.0 34.9
33.6 38.6 45.6 53.6
x 10.0
197.1
20.0
202.2 212.2 222.3
1933.6 1983.6 2081.7 2180.8
251.14 257.54 270.34 283.14
27.62 28.47 30.07 31.55
19.5
12.0 16.0
23.6 25.6 29.6 33.6
10.0 12.0 16.0 20.0
189.9 194.9 204.9 215.0
1062.9 1912.0 2010.1 2109.2
241.87 248.27 261.07 273.87
28.55
20.6
23.6 25.6 29.6 33.6
x 10.0
178.1
226.85 231.85
22.2
182.0
1747.2 1785.4
28.41
12.0
29.13
27.5 29.5
16.0 20.0
189.9 197.7
1862.9 1939.4
241.85 251.85
30.49 31.77
33.5 37.5
x 20.0
258.5
25.0 32.0 40.0
276.1
303.7 333.9
2535.9 2700.5 2979.3 3275.6
329.31 351.71 386.91 425.31
29.30 30.52 31.06 33.32
29.9 31.5 34.7 37.9
36.6 41.6 48.6 56.6
245.7 262.2 287.7 315.6
2410.3 2572.2 2822.3 3096.0
313.04 334.04 366.44 402.04
30.68 32.00 33.49 35.09
30.5 31.9 34.7 37.6
36.6 41.6 40.6 56.6
208.3 213.3 223.3
2043.4 2092.5 2190.6
265.31 271.71 284.51
27.79 28.60
21.9
26.6 28.6 32.6
216.1
256.04 262.44 275.24
28.68 29.49
16.0
1971.8 2020.9 2119.9
23.3
12.0
201 .0 206.0
26.6 28.6 32.6
x
x 20.0
x 10.0
12.0 16.0
320
1
mm
25.0 32.0 40.0
12.0 16.0 20.0
ISMC 400
.A\ 1
Width
TOTB
ISMC 350
Metro (W)
Pinto
Plato
'channel
x 10.0
29.41
31.02 32.50
30.11
31.01
37
SINGLE JOIST WITH CHANNEL AND PLATES ON THE FLANGES
TABLE
12 (ConuL)
SINGLE JOIST WITH CHANNEL AND PLATES ON BOTH FLANGES (GIRDERS)
Gross Moment
Radius
of Inertia
of
Moduli of
Maumum
Maxmum
Section
AJIovwabte
AJto^aMe Shear
Gyration
Distances
Moment
>\_ Byy
cm
34.68 34.10 33.82 33.52
20.00
33.19
17.50
32.51
32.08 31.64 34.24 33.59 32.39
20.00
31.31
33.26 32.60
17.50
31.39 30.31
33.35 32.83 31.87 30.99
15.00
34.56 34.04 33.80 33.54
20.00
33.13
17.50
32.51
32.12 31.72 34.07 33.46 32.35
20.00
33.13 32.52 31.40
17.50
yy
yy
Whole
j
cm
r
l
cm 4
Section
Top Flange Only
cm 4
cm 4
/X |
2,
2c
cm
cm
cm 3
S
M
'
1
kg
m
*
10
235892.2 260866.4 299883.3 343302.5
25925.8 27837.3 30841 .0 34177.8
19138.6 19684.9 20777.3 21869 7
9.07 9.08 9.10
8084.1 8564.4 9418 8
6801.9 7649 9
8866 7
107 1 120 5 139 7
9.11
10297.7
10241.0
161.3
222893.7 245424.1 280290.7 318880.7
19422.4 21048.2 23480.5 26185.8
12635.4 12896.0 13417.0 13938.0
8.06
7278.4 7670.7 8358.6 9066.2
6716.5
105 8
7548
118.9 137.6 158 7
170351.8 177711.4 191631.5 204609.7
20464.5 21010.6 22102.9
9.03 9.03 9.04 9.05
6167.7 6241 .4 6372.2
4975.2
23195.1
16407.8 16408.0 16408.2 16408.4
6486.1
6534.2
78.4 83.3 93.2 102.9
5389.7 15935.8
11333.2 11333.3
7.98
5743.0 5811.0
4930 1 5242 7
77.6 82.6
184002.1 196179.3
17028.1 18120.3
11333.5 11333.7
808
5931
.9
8.13
6037
1
5861.7 6471 5
101 9
150938.0 156412.7 166872.3 176746.1
10315.7 10576.1 11096.9 11617.8
7687.8 7687.9
5313.3
7688.1
6.74 6.75 6.77
7688.2
679
4525.5 4764.2 5236.8 5702.9
71.3 75.0 82.5 89 8
250375.1 275280.7 314274.1 357691.1
27977.3 29888.8 30892.5 36169.5
20164 4
9.22 9.22 9.22 9.22
7546.7 9018 8 9863.7
7243.6
114.1
8088.1 9298.5
10734 4
10665.2
127.4 146 5 168.0
7162.1
79907
163968.8 170907.2
1
20710.7 21803.0 22895.4
8.11
8.16 8.22
8.01
5369 7 5472.2 5563.7
1
8738.1
10079.2
5291.1 5916.9
21473.9 23099.7 25532.0 28237.3
13661.2 13921.7 14442.7 14963.7
8.28
832
8120.1 8799 5
9174 7
9499 9
10508.6
184878.1 192173.4
17433.7 17433.8 17434.0
9.21
6652.0 6719.9 6841.9
5426.9
206025 4
22516.0 23062.1 24154.4
6369.1
85 5 90 5 100 3
178422.6 185319.0 198388.2
17441.2 17987.3 19079.6
12359.0
825
12359.1
8.28 8.33
6222.0 6284.8 6397.9
5384 9 5698 0 6317 8
84 8 89 7 99 5
12359.3
9.21
57430
*
10
3
68 0
63 5
112 8 125 9
237298.3 259809.6 294693.4 333342.5
9.21
kg
92.3
7735.2
8.35 8.38
3
144.5 165 5
(Continued)
38
STEEL TABLES
TABLE
12 (com.)
SINGLE JOIST WITH CHANNEL AND PLATES ON THE FLANGES (GIRDERS)
Joist
Sectional
Centre
Area
of
_y\ Designa-
Mean ThcKness of
Flanges
A
Gravity
Top
W
Bottom
tion
kg
~TT
ISWB 600
145.1
ISMC 400
2647.7 2820.4 3091.1 3386.4
343.79 366.19 401.39 439.79
2522.2 2684.0 2933.2 3207.9
327.52 348.52 380.92 416.52
30.73 32.00 33.45 35.01
33.5 36.4 39.2
219.6 224.7 234.7
2154.3 2204.3 2302.4
279.79 286.19 298.99
27.95
23.4
28.71
28.4 30.4 34.4
212.4 217.4 227.4
2083.6 2132.7 2230.8
270.52 276.92 289.72
28.79 29.56 31.00
25.0
28.4 30.4 34.4
215.7 232.2 257.6 285.6
2116 0 2277.9
28 15
25.7
31.5
29.52 31.05 32.66
27.1
36.5
2527.1 2801 7
274.77 295.77 328.17 363.77
30.0 32.9
43.5 51.5
170.9 176.0 186.0
1676.5 1726.6 1824.7
217.77 224.17 236.97
26.05 26.93 28.57
18.6
21.5 23.5 27.5
x 10.0
159.2 170.9
202.75 207.75 217.75
25.88 26.63 28.03
24.7
163.1
1561.8 1600.0 1676.5
19.8
12.0 16.0 10.0 12.0
153.7 157.6 165.5
1507.8 1546.1 1623.6
195.78 200.78 210.78
26.67 27.42 28.83
21.8
1423.4
ISMC 350
42.1
250
x
413.0
10.0 12.0 16.0 20.0
ISMC 400
—
49.4
320
484.6
10.0
12.0 16.0
ISMC 350
42.1
320
413.0
10.0
12.0
16.0
ISMC 550
103.7 1017.3
ISMC 350
42.1
250
x
413.0
ISMC 350
42.1
—
10.0
320
12.0
20.0 25.0
16.0 20.0
32.0 40.0
320
413.0
10.0 12.0 16.0
ISMC 300
ISMC 250
35.8 351.2
30.4
298.2
250
—
250
16.0
29.40 30.58 31.88 33.31
31.4 33.0 36.2 39.4 32.1
20.15
38.4 43.4 50.4 58.4
38.4 43.4 50.4 58.4
26.7 30.7
24.7 26.7 30.7
SINGLE JOIST WITH CHANNEL AND PLATES ON THE FLANGES
TABLE
—
v
Extreme Fibre
e xx
cm
Gross Moments
Radius
of Inertia
V cm
20.00
33.08
17.50
32.51
32.16 31.80 20.00
33.35 32.31
33.02 32.45
17.50
31.41
30.66 29.98 29.56 29.15
17.50
30.76 30.08 28.84
17.50
30.88 30.33 29.33
15.00
30.04 29.49 28.48
Moduli
of
12.50
r^r~
cm 4
_V\_
of
Section
Gyration
34.46 33.98 33.78 33.55
33.91
(ContcL)
SINGLE JOIST WITH CHANNEL AND PLATES ON THE FLANGES (GIRDERS)
Distances
/\_
12
39
Maxjmum
Maximum
Allowable
Allowable
Moment
>
1
'Whole
Top Flange
Section
only
cm 4
cm 4
yy
'Zc
cm
,3 cm
z,
1
cm 3
M
kg.m
10
x
20462.3 21008.5 22100.9 23193.3
9.12 9.12 9.13 9.14
8839.0 9310.2 10152.9 11022.5
7542.6 8381 .0 9583.7 10941.4
118.8 132.0 150.9 172.3
13959.1 14219.6 14740.6 15261 .6
8.21
8030.0 8414.6 9092.7 9792.7
7458.5 8280.8 9456.6 10781.2
117.5 130.4 148.9 169.8
7731 .6 17731.7 17731.9
9.09 9.09 9.10
6956.1
5734.1
7023.9 7146.7
6047.5 6668.2
90.3 95.2 105.0
207816.8
18037.0 18583.1 19675.4
12656.9 12657.0 12657.2
8.17 8.19 8.24
6526.9 6589.9 6704.1
5691.0 6001.4 6615.9
89.6 94.9 104.2
175306.3 194503.9 224235.2 257183.8
1 8605.2 20231 .0 22663.3 25368.6
12226.8 12487.4 13008.4 13529.3
8.23 8.27
6226.9 6587.8 7222.0 7874.2
5718.3 6486.7 7585.5 8823.3
102.2 119.5 139.0
125214.8 131135.8 142237.4
14572.5 15118.6 16210.9
10924.6 10924.7 10924.9
8.18
4806.7 4869.3 4979.2
4070.7 4359.7 4931.4
64.1
114276.0 118958.7 127852.8
9498.5 9758.7 10279.7
7279.2 7279.3 7279.5
6.84
4415.2 4467.4 4561.3
3700.9 3921.9 4359.1
58.3 61.8 68.7
110209.4 114639.0 123036.8
6952.7 17213.1 7733.9
4733.5 4733.6 4733.8
5.96 5.99 6.06
4132.7
3668.5 3087.2 4319.7
57.8 61.2 68.0
259894.4 284747.6 323707.2 367122.2
28573.1 30484.6
246744.1 269237.7 304137.8 342843.2
22069.7 23695.5 26127.8
194435.4 201671.9 215461.2
23111.8 23657.9 24750.2
187913.1 194771.1
33488.3 36765.1
28833.1
1
Shear
r
8.25
828 8.32
8.31
8.35
8.21
8.27
6.85 6.87
4181.1 4268.1
90.1
68.7 77.7
3
kg x 10
4
66.9
58.2
ift
STF4 L TAHIiLS
TABI.K
12 (com.)
SINGLE JOIST WITH CHANNEL AND PLATES ON THE FLANGES (GIRDERS)
tA p*tr
Fop
A
F
Mrwjtt
/ _ \
Tv tt*
Section nl
CdMfft
A/aji
Of
A
Gravity
Wnan
TJiw
-W_
f
Mnf#
A«
-
f
1
taMTjnji
A
R*t*
—
1
fhwV
r —A Wlfjtfi *
,
Th,*-
trwts
of Fltt/>$*S
Top
Bottom
mm
mm 33 0 30.8
r
Ikifi
w,
ISWB 560 1
112 5 101 5
kg
it.mc 4oo
iruFTi
49 4 320 404 R
-
mpri
mm
10 0
320
mm *
120 100
42
1
250
»
413.0
10
0
320
*
12,0
ISMC 350
ismc son
BR 9
49 4 404 6
42 413 0 1
ISMC 350
R62 5
320
—
— — —
320
27.6
20 06
29 2
35037
29 40
39fl
27
30.85
32.4 35,6
458
3066 6
224 5 241.0 266 4 294 4
2202 3 2364 2 2613 4 2688
28600
26,20
2952
27.8 29.2
33,8
30/ DO 339 40 375 00
31.01
32.1
45.
3259
35.0
53.8
100 120
187.0
19.6
23 8
1
16 0
202
1
233 27 244 67 257.47
2527
192
1034,5 1884,5 1982 6
10 0
179 8 184 B 194.8
1763.8 1812.9 1911 0
229 00 235 40 240 20
26.16 27,00 2B.55
20.7
23 8 25 a 29 B
1951 2
253.40 274 40 306 00
2570
24.1
27.06 28.56 30 3
25 5 20 4
29,7 34.7 41.7 49 7
1659 9
23 58 24 47 26 12
17 0
202 80 215 60
19 7 21,7 25.7
17.9
23 4
200
m
jH
lfi
0
23?.
254 9 202.5 312 6
1
cm
26.10 27.65
42.1
250 *10 0
413 0
120
25 0
to n
32.0 40 0
198 9 215 4 240 e 268 ft
10 0
154.2
12 0 in 0
159 2 169 2
10 0 12.0
142 4 146.3
1396 9 1435 2
1H1 38 106 38
23 39 24,15
16 0
154 2
1512.7
19638
2550
100
136 9
174 41
12 0
1
1343.0 1381 2
16 0
148
24 17 24 94 26.38
ISMC 350
42 4
1
3
0
35 A
30 4
29H2
320
V
0 320
1
351 2
ISMC 250
26.82
12 0
20
ISMC 300
302 27 324 67
25 0 32 0 40 0
20 0 4fxj
2327.9 2500.6 2771 3
20 0 25 0
40 0
16 0
ISMC
cm 5
32.0
20 0
ISMC 350
N
K
—
—
— — •— "
250
250
*
V
20.0
4Q. 7
2113
t
2362 2 2636 9 1512.7 1561 3
14587
342 40 196 40
179.41 189 41
1
53 6
38 a
25.8 29.8
31
2
24 4
28 4 19,5
22.4
24 4 2B.4
(Contjnuod)
SlN(nr
j(>(S
[
ItANNH
(
AMm,M b (JN
]„ h
j
ljVMjts
TABLE
it
12 KonuL)
SINGLE JOIST WITH CHANNEL AND PLATES ON THE FLANGES (GIRDERS)
UTIOflTfl
T
p
Moments
of
tladius o(
DriJan-c^s
A eux
MoJub
0*
5«ion
MjjtfTKLin
OyTflitft/i
AJte***i*te
Moment
1
r
V
w
>r
A Whoi*i
Mjuyrium
^
t
Top flAfig-
M
S
z'
2,
Only
cm
32.04
cm 20 00
cm
4
cm
4
cm 4
cm
cm
19603 5 20229 8
9 45
7316 2
6124 8
944
7752.1
9 42 0 40
85327
6905.6 8023 9
96 5 toe b 126 4
9336,9
92866
146.3
847
6572.4
6054,4
0 49 851
6927 0
6820 5
7554.1
7914,6
95 4 107 4 124 7
853
8200 2
9146 B
144.1
9 51 9 50
5562.9
4449 7
70.1
949
56260 57380
4742.3 5321 .3
74,7 83.8
1
Cm
1
kg
m
m 10^
196231.3
27015.4
31 .50
217525 S
289269
31 .26 31 ,01
250043.9 288010 6
31930 S 35207 4
21322.1
165333,2 204516.4 234261.3
20512 0
13180 3 13440 fl
2672566
27275 A
140570 146829 6 5804 1.3
21554,1
23192.5
16952 3 16952,9 16953.0
13520! 9 141163.7
4413 9
69 5
S50 654
5229 J 5331.9
4703.5 5276.4
74,1
152250 6
1187 8 11070 2 11076 3
5171.2
20.80
16479.3 17025.4 18117,7
0 40
30,01
11994 9
8 46 0 49 0 51
53209
4064 B
76 6
5649 5 6228 8
87,7
6.53
68250
5569.0 6575.2 7707.9
121.4
843 050 855
40200
33577
52.9
4076.4 4174.0
3623 0
57.1
4147.1
653
706
jow ya
7 06
3714 3 3798 3
3022.4 3225,6 3627.2
47.6 SO 8
2995,3 3196.3 3593.4
47.2 50.3
30.61
17.50
29.99
29 60 29 22 31.53 30.96
20.00
29 81 30.65
20.11
1
17.50
17.50
27 45 27.05 26.60 28.23 27.54 26.29
17.50
20.37
15.00
27,01
26.70 27.54 26,97 25.93
12.50
22137.9 24570.1
22100 2
22414 5
13961.7 1 4402-7
1
136749 0 152873 177077.9 205641 6
18141,2 19767.0
122554
22199 3 24904 6
12776.3 13297.3
947694
14108 5
10692.7
99764 0
14654.6
10692 8
109026.6
15746 9
10692.9
85750.4 S9701 3 97147 3
9034 5 9294 9
7047.3 7047.4 7047.5
62476.9 86189.0 93179.0
6468.7
9815.7
6749.1
7269.9
4501.6 4501.6 4501 .0
7.07
6 10 6,13
3411,7
620
3532.3
34552
kg
*
105
54 6
83,1
48 2
1036
57.1
66 6
(Coniinuetf)
STEEL TAIJELS
il
TABLE
—1
12 (Contd)
SINGLE JOIST WITH CHANNEL AND PLATES ON THE FLANGES (GIRDERS)
Wdtght [»r
Of
Sactonul
Bottom flung*
r
A
v\
a
(WJ
|
Conl/tt of
M-fltrn
Mean Thickness of Rang as
Gravity /v
.
I,
C XX
]
Top
Bottom
0*4 vjn*
nr
“IT JGV/n 500
052
ISMC 400
033.9
mm
49 320 484 6 ,
-
mm
mm
100 120 16 0
320
mm *
25,0 32.0 40.0
20,0
ISMC 350
42
1
250
*
4130
100 120
ISMC 350
49 4 494 6
42.1
413.0
ISMC 300
7102
—
—
350 351 2
ISMC 250
— — —
30.4
298 2
320
ISMC 225
25,9 254,1
— —
2600.6 2S96.9
mm
mm
200.15 302,55 337,75 376.15
25 8
31
27,4
30 6 33 8
36.5 43,5 51.5
263.06 284 06 317.28 352.00
25.74 27,06 26.52
30 06
25,7 27.2 30.0 32.9
31.5 36.5 43.5 51,5
17,0
21.5
,5
0
320
249.1
40.0
277.0
2717 4
10.0
169.7 174,7
216,15 222.55
23.65
23 5
16.0
1047
1664,0 1713.0 1811.9
22,01
12.0
23535
25.21
27.5
10.0
162.4 167.4
1593.1
12.0
177.5
206.06 213,28 226,00
23.69 24.54
16.0
1642.2 1741 3
m 10.0
127.9 131,9
1254,7 1293.0
162,91
12.0
167,91
20,93 21,71
16 0
139.7
1370 5
177.91
23.14
x 10 0
122.4 126.3 134,2
1200.7 1239 0 1316 5
15594
21.71
160.94 170,94
22,49 23,93
114 0 117,2 123.5
1110 3 1149.7 1211 5
145.28 149.20 157,28
21.57 22.25
320
320
250
*
*
*
20.0 25.0
12 0
*—
—
265.1
295 3
2157,2
2329 9
cm 24.40 25.63 26,95 20,37
200
250
— — —
219 9 237 5
cm 2
2031,7 2193.5 2443.7
16
ISMC 400
20 0
N
16.0
200
* 10,0
12.0
16 0
207,1
223.6
26.11
23,51
21.5 18 6 27.5
21.5 23*5 27.5
16,3
204 22 A 26.4
17,5
20.4
224 £6.4 18.0
23.0 25.0 29 0
(CcnUnuod)
SINGLE JOIST CHANNEL AND PLATES ON THE FLANGES
13
"
Y
TABLE
12
(Cortid)
SINGLE JOIST WITH CHANNEL AND PLATES ON THE FLANGES (GIRDERS)
Extrema Fibre
*
Gross Moments
of Inertia
Radius
uisfartce
A_
*
e *K
1
K,
29.46 28.93 28,71
28.07 27,45 27.09 26,75
17.50
29.05
20.00
Section
Only
cm*
cm*
cm 4
152781.2 170717.9 98797. 230194,5
26262.6 28174.1
an 3
cm 3
9,63 9.65
34454.6
19307.2 19853,4 20945.7 22038,1
6262.3 6661 .7 7377.1 8114.6
5185.5 5900.4 6923.9 8079.2
143634,0 159945.7 184963.8 212766.9
19759,2 21385,0 23817.3 26522.6
12803.9 13064.4 13585.3 14106.2
865
5587,0 5911.3 6485,6 7077.7
5124.9 5826.3 6827.6 7954.5
80.7 91,8 107.5 125.3
106172.6
20801.3 21347.4 22439.7
16576.5 16576.5 16576,6
9.81
4554,5 4712.8 4815.0
3654,9 3922.9 4452.9
57.6 61,8
15726,5 16272,6 17364.9
11
sou SOI
3624.5 3889.8 4413.8
57.1
11
121362.3
25.63 25.25 24,22
15,00
25.00 24.42 23.38
12.50
2507
11.25
24.59 23.73
S
cm
27,25 17,50
M 21
111454.1
10191L5 106854.4 116100,2
311 77.8
^
9.6!
9.57
8.66
8 66 8.67
979 976
kg.rn n
ID3
81.7 92,9
70.1
11501,9
876
4301.4 4354.4 4447.3
7,22 7.22 7,22
3003,6 3051 .9 3127,4
2436.8 2623,1 2987.2
33.4 41.3 47,0
S
2781.6 2820,9 2889.5
2416,0 2598.3
38.1
29580
40,9 46.6
2556.1 2589.5 2649.1
2199,5 2342,2 2623.8
34.6 36.9 41.3
72359.1
9279.9
6779.4 6779,5 6779.6
60394.7 63446.4 69152,5
5952.9 6213,3 6734,1
4233,7 4233,8 4233.8
6.1
55138.5 57604,5 62272,6
4195,3 4328.6 4595.3
3111, 3111.5 3111.6
5.37
6,21
6.28
5,38 5.41
46.8
127.2
8,72 B.73
8498.7
kg * 103
109,1
.8
62983,5 66244,2
8759,1
Shear
I ^
2c
28,41
28,12 27.47 26.30
A
.
Top Har>ge
1
28.49
Maxm-ium AlCFwabie
rt
Whole
Cm 20,00
Maximum
of Section
r
!
A
cm
Modul
Moment v»
’
d
Gyt abort
61.3 69,5
40.0
(Con tinuod)
STl-H. TAlUiLS
44
TABLE
12 (Conti)
SINGLE JOIST WITH CHANNEL AND PLATES ON THE FLANGES (GIRDERS)
M*wm Thckna&s of Flunks
.a.
XMS-E
_y\_ bon
Top
W
kg
ISW3 450
7^4 ISMC
350
^3
mm
mm
run
42.1
250
x 10.0
32C
ISMC 350
mm
61 .6
ISMC 300
604.3
35S 351
ISMC 250
250
— —
30 4
ISMC 225
ISMC 200
66.7 654.3
ISMC 350
— —
22-1
42.1
200
—
216,5
fSWB 400
250
—
25 S 254 1
250
200
* 10.0
42.1
ISMC 300
35 3 351.2
— —
1SS SI 193 21
21
1488.2
16.0
1556 3
206 01
22.10 23.66
IC O
1
34.9
1323 4
1386
1361.6
16.0
146.8
1438,1
21.05 21.7S 23.14
17.9
120
171,73 176.73 186.79
18.56 19.32
151
111.6
1094.
115 5 123 3
1133
2007
1209.
142.13 147.13 157.13
100
320
t
*
320
10 0 12 0 16.0
x
1
IS 31
1
C3 2 106.3
1012.4
13147
19.15
1125
135 47 143.47
1992
16 0
1042.9 1104 6
10.0
12.0
99 4 102.6
975 1 1006 5
16.0
1
06.
1068.3
126.67 130.67 135 67
17.3
2041
21 2
23 2 27 2
21.65
33
23 51
27.0 29 S
40.1
1314,5 13 63. 1461 7
170.67 177.07
15 5
£9 87
IS 58 19 71 21.23
1158.8 1237.0 1314 5
155 65
13.66
163
134.0
12.0
1
16 0
149,0
134,0
23.2 27.2
20.1
10 0
15 0
21.2
24,1
2164 1 2438 6
122.2
16,4
22.7
220 6 243 6
125.1
190 21.0 25.0
22.14
1753.0 1914.9
12.0
16.1
20 90
17S.7 195 2
10 0
25.0
227 67 243 57 231.07 316 67
25 0 32.0 40.0
39.
19.0 21.0
06
19 74
22. Ui
28.
21.47
21
49.6
24. t*l
20.71
12.0
* 20.0
*
117.0 121.0
2S,3 31.2
26
12 0 16 0
20.0
413 0
1435.1
151.7 161.7
* 10.0
16.0
ISMC 350
146.6
1255
T20
473.0
27,51
149.10 154 10 164.10
2
2S5.2
332 81
1
1447.8 1157.0 1253.5
i
34,6 41.6
2563 4
12,0
3512
29.6
25.5
22SS.7
10 0
*
24.0
23 31 24.60 26.02
40.0
250
mm
264. SI 297.21
20.0
35 9
mm
243 61
.320
*
cn.
677.6
16.0
42.1
cm*
2039 5
191,4 207,9 233,3 251.3
413.0
ISMC 300
20 0
250
i
H
^9
12.0
413.0
773.9
ISMC 400
Bottom
1
24.94
1
48.1 18,1
20.1
24
1
20 4
50,65
19 33
22.4
170 65
2071
26 4
1
(Continued)
SINGH; JOIST CHANNlil. ANI3 PUVTLS
ON
JZS-.
TUI;
TABLE
—*
v
fbflrnmo Tibia
—
-
~
V
2550
17,50
24 91 24 59 24.30
25 55
17.50
24.91
23,75
2571 25
15 00
1
24.22
23 20 22.54 21.65
15.00
22 40
12
50
22.49 22.02 21,16
11.25
21.67 21 .40 20.55
10.00
2291
17,50
22.37 22.10 21.87 17.50
21 IS
23 10 22.53 21
65
15.00
V
—
ft
Whol*
Top Fling*
Section
Only
cm 4
cm 4
18470.1
cm 8.71
22536.2 £5241.5
12163.4 12423.9 12944 8 13465,7
14445.4 4391 .5 1 5083.
10861,2 10861.3 10861.4
879
20103 9
1
67695.9 70931 .4 77006 0
9371.4 9631,8 10152 6
7215.8
46011.0 46636.3 53534,8
6036.8 8347.2
86680
6573.5 6573.6 6573,6
44012.4
5541.0 5301.4 6322.2
39864.9 41845.3 25574.7
3783 4 3916 7
33502.0 40373.6 43890.0
2908,1
82554.2 933C5.3 1100S6 2 128882.1
18159,4 19785.2 22217.5 24922.8
46458 3 51006 2
21.84 20.64
22.93 22.30
75002.0 79074,5 86641.2
Moduli of Secbon
4183,4
3041
3308
Maximum
Maximum
Allowable
Allowable
Shear
Moment
I
109500,7 122801.3 143501.0 166568.3
of
-J\_
cm 4
cm
Radws
of Inertia
Gyration
r—
cm
12 (Contd.)
SINGLE JOIST WITH CHANNEL AND PLATES ON THE FLANGES (GIRDERS)
Gross Moments
Dislnncoti
4J
FLANGES
.4 1
871 0.71
0.7!
801 8,84
i
M
£
cm 3
cm 3
4698.2 4992.8 5514.9 6053.8
4293,6 4329.0 5835.9 6855.0
67.6 77.6 91,9 108,0
3528.7 3577,3 3661.2
2934.9 3175.0 3643.8
46 2
2633.5 2817.5 3130.6
41.5 44,4
3215.3
kg.m m 10
7215.9
7.37
3256.1 3323 3
7.36 7.36 7,35
2473.4 2517,3 2534,7
1983.7 2148.3 2473.0
31.2 33,8 39.0
4027 8 4027,8 4027.9
6.24
2279 6 2314 6 2375.2
1954.6 2127.4 2448.0
30,9 33.5 38.6
2905.6 2905.6 2905,7
5.36
2081.3
1772,9
27.9
5,38 5.40
2111,2 2164.1
1900
29,9 33.9
2030.3 2030 3 2030,4
479
19504
4.82
1S77.9 2026.4
12004,0
8.93
12264 5
092
3950.5 4214.7
12785.4 13306.3
8.89
4633 6
887
5168.7
9.10 9 10
2901 7 2945.2
9.11
3019 4
2626 8 2663 5 2727 7
628 634
483
141267 15765,1
10701 9 10701 9 10702.0
49009 6
9052.7
7056.5
7.63
51617.6 56503.2
9313 1 9633 9
7056 5 7056 6
761 7.59
4
2151.7
27,7
3602.9 4170.7 4981 .0 5891 B
56.7 65.7
2388 6
37.6 41.0 47.7
1
33.6
29 7 33,6
32.5
78 5 92,8
2285 9
33.4 36,0
2S10.4
41
2121.4
39
3
50,1
1760.5 1B86.6 2135.6
2603.3 3025.
kg x 10
57.5
7.39 7.38
+
1
500
7215 9
54773.9 58051 .2 64094.3
14672 8
—
1
(Continued)
STELLTA0ELS
4r»
TABLh
12 (('on tit
SINGLE JOIST WITH CHANNEL AND PLATES ON THE FLANGES (GIRDERS)
Cofflprj^r^i cl
Weight
/\
Jo***
/V
,
i
w
—
r~
fop
f
per
Ling*
FVjftCHTi
FLsnge
Sectional
Centre
A/ea
of
Metre
f
Gravity
... -
Mean ThiCin&55 of Range*
C„
a
(VY)
Top
Bottom
i
ChanruH
fUt*
Flats
ISOO
Design*
h Width
non
3 SO
52.4
ISMC 300
514 0
35
B
3512
ISMC 250
ISMC 225
30 4 209.2
25 9 254.1
ISMC 200
IK**
ividih
22.1
216 B
m rr
50.9
ISMC 330
556 2
—
250
—
— _ “ —
250
200
200
12.0
in j
16.0
119.6
10 0 12.0
102 3 106 3
16.0
114,1
1042,8 1T19.3
10.0 12.0
94.0
922,1
97.1
16.0
103,4
952,0 1014.4
t 10.0
12.0
90.2 93 4
084.9 916.3
16.0
99.6
977.1
20 0
168.9 185,4 210 0
1656.9 1818 8 2067.9
238,
2342.6
* 10.0
124.2
12.0
129 2
1210.4 1267.4
16.0
139.2
1365 6
10 0
112.4 116.3
1102.6
143.14
12.0
148.1 4
160
124.1
40 9 1217.4
x
«
42.1
250 10 0
120
25.0
16 0
32.0 40.0
42.1
413 0
ISMC 300
35.8
351.2
— —
— —
—
320
250
Cm
i07.a
413.0
320
,
H
10.0
«
—
—
—
frnti
.
20 0
ISMC 350
Thick ,
mm m m
*
I5WB 350
.
trass
kg/N
ISMS
*
*
mm
mm
1057,5 1095.8 1173.3
137.35 1 42.35 152.35
16 25 16.98 10.30
14 2
1003 5
130.38 135.38 145-3S
6 94 17.58
15,0
18.0 20.0 24,0
119.72 123.72 131.72
16.78 17,42 10.62
15.2
19.9 21.9
1 1 4.92 118.92 126.92
17.33
16.0
215,16 23a 16 266.56 304.15
16.51
11
158.16 164.56 177.36
158.14
1
1901
25,9
17.98 19 18
20.90 22.32 16.57
14.6
36 IB 79
1
7
16.33 17.07 1 8.30
19.9
21.9 25,9 21,6 23.2 26,0 28.9
19.68
18,0
20,0 24.0
27.1 32,1
39
1
47J 17,1 19,1 23,1
1E2
19.1
21,1 25.1
SINGLE JQLTT CHANNEL AND PLATES ON THE FLANGES
TABLE
47
12 {Conul
SINGLE JOIST WITH CHANNEL AND PLATES ON THE FLANGES (GIRDERS)
E*ir*fnfl Fibfti
Gro^a Momenta of
Inertia
RjkJujs el
A
cm
cm 4
cm
20.51 1 D.98 19.06
15.00
19.77 1 9,23 16.30
12.50
19.66 19,42 18.62
1
19.28 18.83 18 03
10.00
2030
17.50
1
.25
Whole
Top Rftfvgo
Seaion
Only
cm 4
cm*
M
cm
cm 3
an 3
6631,4 6631,4 6631.5
7.73
2032,1
16106
7.71
7.68
2066.2 £124.6
1755.3 204Q.2
6.59 6 61 6,65
1861.0 1891.3 1943.3
1595.5 1738,2 2019,4
25,1
8462.8 8983.
31530.5 33431,2 36948.2
5656.6 5917.0 6437.8
4085,6 4085,6
2336O0
3899 0
1690.2
1420,0
5.71
1716.1
32793,3
4032,3 4299.0
2963.4 2963.4 2963.5
571
29902.1
6.71
1761,$
1540,1 1760.6
22.5 24,3 27.7
27350,1
3023 7
1578.2
1418.6
22.3
3157.0
1601 1643.1
15297
24,1
3423 7
5.15 5.19
1
31516.1
2068.1 20&8.1 2088.2
5.13
28802.0
1748,1
27.5
611149
11393.0 12153.5 12679.3 13200.2
9.13
3301.0 3534.9
47.4 55.3 66.5
9.01
4382.5
3011.2 3509,5 4220.9 5020.0
9.30
2375.6 2413.9 2479.0
1944,3 2132.3 2502*0
30.6 33.6 39,4
2139,2 2171.7
1710,7
222B.1
2139.3
26,9 29.2 33.7
40857
39357.4 41902.9 46583.1
13914.6 14460,7 1 5553,0
10595.9 10595,9
10596 0
9.37 9,36
34941,9 36977.4 40774,6
8840.6 9101,0 9621.8
6950.5 6950.5 6950,6
7.86 7,84 7,80
1
5,CQ
NOTE
:
9,10 &.05
39507
3
3
10
8202 4
82872.0 97828.0
19.93 19.06
x
35076,8 38883.2
19 63 19 49
2043
kg-m
33028.1
17947.3 19573,1 22005.4 24710.7
18 62
Maxim urn Alcwabte
yy
69579
17,50
Maxim u m
r
19.63
20.24 19.65
of Soctioo
Moment I
r
Medui
GyraJion
Xfl
M 1C
26.8
25,4 27.6 32.1
27.4
3L8
26.5
79.1
1855.1
(3)
The properties given in this Table are based on the gross area of the section. The mean thickness of flanges is computed according to Note 2 in Table of IS 800-1 9SS. The maximum allowable moment is computed on the basis of allowable stress specified in
(4)
The maximum
{1) (2)
II
9.2.1, of IS
specified in
:
800-1956 and gross modulus of section (Zt) given in this Table. allowable shear is computed on the basis of the allowable shear stress 9 3.2. and the effective sectional area defined in 20,6,2.2. of IS 800-1956. :
STI.I
(M
J
tAUU. S
TABU-: 13
SINGLE JOIST WITH ADDITIONAL
PUTES ON BOTH FLANGES (COLUMNS)
/AsSghf
Otmi
f
Oodtonal
MckJijIi of G-TCtlOfl
tv
I
H
rtajgftrtjofi
? f
ft
r
hifr'yt lo
w*mt
fj#m
f
f Jin'
OyraiFon
RfifJii ol
Ahni
_^x
Mglrrj
m
Wwrsd
^
ii
/V 1
a Ifil ftS
1
U)
2/.r
?(55
9
film
TP
rnm
250
12 0 16 0
74 2 89 9
200
105 6 125 2
25.0 32.0
ISHfl 150
ISHB 150
IBHB 200
30 6
34 6
3/.C I
300 2
339
250
4
365.0
250
250
40 0
52.7 184
120 160
77.7 93.4
HO 200
-10
0
39.2.4
250
1035 9 1228 2 1498 0 1006 G
1
1
7622
200 250
123.7
936 3 1070 3 1262 5
32 0 40 0
156 2 187 0
1
12.0 16 0
81.7 97.4
20 0 25 0 32 0 40 0
32 7 160 2
109
1
113.1 1
191,6
120
04 4
te 0
100.1
1532.3 840,4
001.5 955.5 1109.5 1301 8 1571 6 1079.6
20.0
M 5.8
028,0 082.0 1136.0
25 0
135.4 162 9
1328 3 1590 0
194.3
1906!
32.0 -100 IS
727 9 801 9
1
2 0
37.
16 0
102 0
200
tia.s
25 0
130.1
32.0 40.0
T65.G 197.0
054 4 100G.5 IT02 5 13S1.0 1624 5 1D32.6
?
an*
CfT]
94,48 114 48 134 48 159 48 194 46 234,48 90.98 118 50
138 SB 163 98 190 98 238.93 104 00 124 03 f 44.00 169 00 204.03 240 00 107.54 127.54 147.54 T 72.54 207.54 247.54 110.94
620.6 767.5 917.3
3
284 5
7 56 7.81
1387.1 1719,3
387.9 451.2 555.4 701.2 867.9
630,3
776 7 926 1
1 1
09
1
6.71
286 8
7,44
6 02
370.2 453.5 557.7
7.71
624
299.6 372.9 456.3
703 5
1127.1
560 4
1403 9 1735 0
706,3 872.9
924.8
327,4 410.7 494.0 593.2 744.0 910.7
1311.
2333.9
150.94 175 94 2t0.94
250 94
2342.0
6 48 6.60
680
641,3 787 2 936.2
1559.5 1914.7
os
8.74
870.2
1117.0
y
834
6 14 6.34
9.i a
1117.5 1395.0 1726,7
934.9 1125.7 3321 3 1568.6 1923.3
13094
cm
329.6 412.9 496.2
800 4 746.2 912.9
7.96
6.39
8 26
652 665 675
8.66 9 12 7.32 7.60
7 86 0.16
858 9.04
9 01 3
0.00
5.90 6.13 6.29 6.44 6.58 6,69 6.17 6,34 6,47 6.55
10.33 10.63 11.04
6 69
1.49
6.78
9 72 9.99
6.09 6.28
1
10 25 T0.56
1097 11.43
6 41
6 53 6.65 6.74
(Continued)
NOTE
:
Properties given in this Table arc
based on the gross area
of the section.
sjNfiLf. joist
i9
with additional flails on both flanges
Y
TABLE
13 (comdi
SINGLE JOIST WITH ADDITIONAL PLATES ON BOTH FLANGES (COLUMNS)
^
Composed
d
Uodui
Weight
One
Steel Joist
Rales
Each
A_
1
1
>\
^rr
1
f IT
1
1
'r>
Form
A
r
i
w
CV#s ignition
o* Gvra&ofi
Secton
A.
r
Metre
Flirvj* to
of
Area
per
Width
Thiqknes*
A
r
-
a
<W1
£
\ i
N
kg
ISHB 225
ISHB 225
ISHB 225
431
,
43.1
468
422.8
422.8
459 .1
mm 320
320
320
mm
320
320
140ST
163,1
1649.1
157 34 182 94 214 94
203.9
2000.3 2394.6
25974
2444
12.0
1074
10507
0
127.2 147.3 172.4
1247 8 1445 0 1691.2
207 e 247 a
2036 6 2430 9
135 46 162 06 187 66 219 66 264.46 315.66
12 0
m.3
1091.9
141
16 0
131.4
1239.
167.36 192 96 224.96
20 0 25 0 32 0 40 0
500 3
400
51 5
1496 2
176 6
1732.4 2077.8 2430.0
1
211.8 252.6
76
26976 320 96
1866 4 2222.7 2731.5 3328.3 1527.4 1834.9 2145.3 2538.0 3097 3 3751 .6
05 32
7,75
11.58
6 14 5 35
11 11
11
B9
8.51
496.9
1092
633 4 770 0
11 21
7.63 7 91 8,10 8 28
940,6 1179 6 1452.6
532 2 663.7 808.2 975 9 1214.8 1437 9
11
43
11
60
12.15 12.43
13,43
7.75 8 00 8 17 6.39 8 49
1389
861 7.65
9.63 9 93 10.18 10 39 10 60 10.77
1270 13.01
229.71 274.51
2554.5
979.1
3113.1
1218.0
32571
3766 6
1491.1
126.4 151.5
1240.0
1768.1
733
12.27
176.6 208.0 252.0 302.2
1732.4 2040.5
160 96 192 96 224 95
155.2 180 3 215.5 255,7
1522 5
16.0
20.0 25 O 32,0 40,0
14662
264.96
2472.1
320 96
2964 6
384.96
2162 4
2156 4 2548.3 3043 5 3748.4 4572,3
1
951 .4 1164.4 1431.4 1804.7 2231.0
45
B
1763.7 2114.1 2503.4
200
535 3 671.9 608 4
6.54
12 22 12.68
12.02 12 32 12.59 12.92 1 3 34 13 51
1325-3
B 01
12 30 12.75
1545.5 1852,4
11292
1354
12.0
310 94
cm
cm
146 51 172 1 197 71
115.0
16.0
32 0 40,0 51.0
1
12.0
25.0
ISHB 250
1307.O 1535.2
1211 5
40.O
536.6
494.2 630 7 767 3 937.9 1175 9 1449.9
131 74
23 5 43.6
32 0
54.7
1291,0 1569 7 1851.3 2208.2 2717,7 3315.7
1014 A
1
200 250
ISHB 250
cm 3
103.4
40O 500.3
cm*
16 0
20,0 25 0 32.0
51.0
cm ?
12.0
16
ISHB 250
u
12 55 12 82 13.13
13 54 1
4 00
B5S
7.
SO
8 09 8.26 8.43 B
55
(Co}\tirtu&d)
NOTE
:
Properties given
in this
Table ore based on the gross area of the section.
STEEL TABLES
50
TABLE
13 (Contd)
SINGLE JOIST WITH ADDITIONAL PLATES ON BOTH FLANGES (COLUMNS)
Weight
GdCJionaJ
per
Aren
Metre 1
Dmgrurwi
Y/xtlh
TJiwrtrHfris
-/N— ^3
ISHB 250
54 7
N
536 6
mm
576 a
N
12 0
130.1
16.0 20.0
155,2 180,3 211.7
1276.3 1522.5 1768,7 2076.8 2508.4 3000.9
400
320
ISHB 300
fSHB 300
63 0
58.0
63.0
618.0
576.8
fiia.O
320
400
400
1
40.0
255.7 305,9
2.0 16.0
139.1
1
20.0 25.0 32.0 40.0
ISHB3CO
n
kg
320 56 a
yy
/\
mm
25.0
1SHB 300
*
i—
*>y
m
1
— ——ir^—
Moduli of SodionaJ Radii of Gyration
12.0 16 0 20.0
119.0 159.2 184.4 219.5
259.7 1 23.3 143,4
1
1167.4 1364.6 1561.8 1809.0
2153.3 2547.7
cm
3
cm
3
165.71
1786.1
197.71
2174,0 2565,3 3060,0 3764,2 4587.3
229.71 269.71 325. 7 389.71
2297.0 2660,0 3135.9
330 85
4572,1
157,05 182.65 208.25 240.25
£321 A 2691.8 3159.0
163.5 188,6
32.0 40.0
223,8 264,0
2195.5 2589.B
285.05 336.25
3622.0 4593.4
1315.5 1561.6 1809.0
170 0 202.85 234.85 274.65 330.85
2217:2 £582.3
12.0 16.0
20.0 25.0 32.0
40 0
134.1
159.2 184,4 £15,5
2117 0
259,7 310.0
2547.7 3041.1
136.4 163.5 188.6
1357.7 1603.9 1850.2
220.0 264.0 314.2
2158.2 2589.0 3032.3
394 85 176.25 208.25 240.25 280.25 336.25 400.25
3! 50.5
4577,3 5550.1
2242.2
27067 3174,3 3763.8 4599,6 5571 A
cm
12.15 12,45
9.45 9,82
1273
10. OB
10,53
546.7 683.2 819.6 990.4 1229.4 1302.4
14,35 14.67 14.95 15.29 15.73 1 6.20
550.0 686,6
14,20 14,53 14.82 15,17
19537
37407
cm
13.05 13.47 13,94
37997
£50
3
740.6 953.9 1167.3 1433.9 1807,3 2233.9
19287
151.65 177.25 202,85 234,85 279.65
1209.6 1406.0 1603.9 1850.2
12.0 16.0 20.0 25.0 32.0 40.0
cm
823.1
993.8
10.31 10.71
7,59 7.85 8.04 8.21
8.39 8.52 7,49 7,75
7,95 8.14
1232.7 505 8
15,62
8.32
16,1?
84S
749.7 963,0 1176.3 1443.0 1816,3 2243.0
14,50 14.82 15. TO 15.43 15.87 16.34
752.3 965.7 1179.0 1445.7 1819.0 2245.7
14.36 1 4.69 14.99 15.33
1
1578 16,26
9.37
974 10,01
10.25 10,48 10.66 9.24 9.63 9,91
10,16 10.40 10.59
(Continued)
NOTE
Properties given in this Table are
based on the gross area
of the section.
SINGLE JOIST WITH ADDITIONAL, PLATES ON BOTH FLANGES
TABLE
13
(Contd.)
SINGLE JOIST WITH ADDITIONAL PLATES ON BOTH FLANGES (COLUMNS)
^ 1
One
Composed
of
Steel Joist
kg
67.4
^
r
w
Designation
ISHB 350
Rates Each Flange
H 661,2
I
to
Thickness
mm
mm
710.2
320
12.0
20.0
ISHB 350
72,4
67.4
710,2
661,2
320
400
710.2
400
77 A
759.3
320
Section Rad* ol Gyration
zyy
I
Wp
1
1
(W)
a
N
1
cm 2
cm 4
cm 3
cm
cm
162.71 188.31 213,91 245.91 290.71 341.91
2370,6 2799,7 3231.3 3774.7 4543.4 5434.7
6,51
699.3 835,9 1006.5 1 245.5 1518,5
16 85
7.71 7.91
193 0 228.2 268.4
1252.7 1449,9 1647.1 1093.3 2238,6 2633.0
7.44
132.7 152.0 172.9
1301.8 1 499.0 1696.1
169.01 194,61 220.21
2404.9 2833.4 3264.3
566.5 703.0 839.6
16.31
252,21 297.01 348.21
3906,8 4574,4 5464,6
1010,2 1249.2 1522.2
17.37 17.86 18,37
8.01
562
6
1
17.16 17.52 17.99 18.49
16,63 17.00
8,09 8.28 8.43 7.32 7.60 7.81
1942.4
2287,7
400 12.0
142.8
1400.9
181.91
2707,0
762.6
16.68
9,16
16.0
167.9
20.0
193 0 224.4 268.4 318.6
1647.1 1093.3
213.91 245.91 285.91 341,91 405.91
3248.8 3793,5 4478,6 5447.6 6570,5
975.9 1189,2 1455,9 1629,2 2255.9
17.03 17.34 17.70 10.16 10,66
9.55 9.83 10.09 10,34 10,54
2741.4 3282*5 3826.5 4511,0 5478.9 6600.4
765.5
1942.4 2250.4 2681.1 3174.5
188.21 220,21 252.21 292.21 348,21 412.21
16.50 16.87 17*20 17.57
9.02 9.43 9.72 9,99
28.05 18.55
10.26 10.47
1350,8 1548.0 1745.2 1991.4 2336.7 2731.1
175.46 201.06 226.66 258,66 303,46 354,66
2862.4 3352.2 3844,3 4463.0 5336,6 6347,0
16,60 18.98 19.32 19.70 20.20 20,72
7,27 7*55
12.0 16.0 20.0
25,0 32.0 40.0
ISHB 400
of
198.0
40 0 72.4
ModuS
233.2 273.3
25.0 32,0
25,0 32,0
ISHB 350
1
25.0
160
ISHB 350
Metre
127.7 147.8 167.9
400 72.4
Area
12,0 16.0 20.0
32 0
fSH3 350
SectiOAaJ
per
Form
Width
320
Weight
12,0 16.0 20.0 25,0 32.0
40.0
147/7 172.9 198.0 229.4 273.3 323.6
137 J 157.8 177.9 203,0 238.2 278.4
2681,1
2201,4 2633.0 3125,5 1448.9 1696,1
978. 1192.2
1453.9 1832,2 2258.9 580,1
716/7 353.2 1023,9 1262,8 1535.9
8.20 8,36
7. 78
7*96 8.16 8.32
(Continued)
MOTE
:
Properties given in this Table are based on the gross area of the section.
STIil!).
TAW.ES
52
TABLE
13 (Contd.)
SINGLE JOIST WITH ADDITIONAL PLATES ON BOTH FLANGES (COLUMNS)
Weigh! per
_/V
m
to F Ofm
A
f
Wdth
320
mm
400
87.2
320
320
207,8 242.9 £83.1
23823 2777.2
250
152.8 177.9 203.0 234.4
2299 5
32.0 40.0
£78,4 328.6
2731.1 3223.6
194,66 226.66 £58,66 298.66 354.66 418.66
12 0
157.5
1545.1
20066
16.0
182.6 207.8
232.66 254,66 304.66 360.66 424.66
12 0
1499,0 1745.2 1991.4
25.0
£39,2
320
203.1
1791,3 2038,5 2346.6 2777.2
40.0
333.4
3270 7
12 0
147.5
16.0
167.6
20.0
187,7
250
212.8 £48.0 288.2
1447.0 1644.2 1041.3 2087.6
12 0
20.0
25.0 32.0
400
152,8 172.9 193.0 218.1 253 3 293.5
2432 9 £827 2 1499.0 1696 1 1693.3 2139 6 2484.9 2379.2
cm
2006 20.60
6.09 S.26
10.60 19 19 19.53 19.92 20.41
8.93 9 35 9,64 9,92 10 19
20.93
10,41
18.62 19.03 19.38 19.76 20.29
0.01
6400.1 7672,1
779.2 992,5 1205.0 472.5 1645,8 2272.5
3334.0 3934.6 4467,4 5181,8 6160.9 7291.2
596.2 732,7 869.2 1039.9 1273,0 1551.9
20.66 21.07 21.44 £1.06 22.39 22.94
3432.1
599,9 736.4 873 0 1043.6 1282,6 1555 6
20.44 20.67 21.25 21.69 22.23 22.00
3281.8 3099,5 4519.9 5299.6
232 66
1
187.94 213,54 239.14 271.14 315.94 367.14
194.69 220.29
£4509 277.09 322.69 373.89
3
7.17 7,46 7.68
3246.9 3865.2 4466.2 5266.7 6359.2 7641.3
1791.3 2033.5
16.0
3981 .9 4533,9 5227.3 6205,2 7334.2
cm
583.5 720,1
056 B 1027.3 1266.2 1539,3
776.4 909.7 1203.1
1469.7 1843.1 £269,7
1
£0 82
7. S3
9.24 9,55 9.63 10.12 10.35 7.12 7.41
7.63 7.63 8
05
022 7.02 7,31
7.54 7.75
7.97
8 16
(Continued)
NOTE
:
w
r
cm
£64.66 309.46 360.66
207.06
40 0 92 5
r„
18.40 10 00 19 15 19.55
2097,3 3366,5 3877.9 4495.9 5368 5 6377,9
Si .46
1396 9 1594,1
32.0
ISHB 450
cm 3
162.5 132.6
200
ISHB 450
v
142 4
160 200
806 4
*9
16 0
40.0
400
J
12 0
320
77 4
l
0
/V mm
82 2
82.2
\
1
20 0 25 0
ISHB 400
z«
Gy ration
—
Thick-
_A_ kg
r
i
f
Each Flange
fSHB 400
A
Area 3"
Orwj Stefil Jo&f
ISHB 4 00
Moduli of Section Radii of
Sectional
Melte
Properties given in this Table are based on the gross area of the section.
53
SINGLE JOIST WITH ADDITIONAL PLATES ON DOTH FLANGES
V
TABLE
13
(Contd.)
SINGLE JOIST WITH ADDITIONAL PLATES ON BOTH FLANGES (COLUMNS)
Composed
A
One
of
Steel Joist
Sectional
Metre
Area
1
% Id
Weight per
to
Moduli of Section Radii of
r^T
Gynwon
A ZYY
'yy
J
Form
/v Designation
W
Width
/V-
,
mm ISHB 450
12,0 16.0
20,0 25,0 32,0 40.0
ISHB 450
92.5
fcC7.4
4 DO
12.0 16.0
2Q.Q 25.0 32.0 40.0
NOTE
:
Properties given
in this
a
(W)
Thickness^
kg
162,6 107.7 212. 244,2
280,2 330,4
.
N
1
1595.
1841.3 2087.6 2395.6 2827.2 3319,7
167.9
1647.1
193.0 218.1
1693.3 2139.6 £447.6
249.5 £93.5 343.7
£8792 3371.7
cm J
cm 3
cm 3
207.14 239.14 271.14 311.14 367.14 431.14
3816.4 4511.5
213.69 245.89 £77.89 317.69 373 89 437.89
3064,5 4558.8 5255.6 6130.7 7364.0 8787,0
5209
1
6085.1 7319 7 8744.1
789,3
1002 6 1215.9 1482.6 1655,9 2282.6 792.2 1
Q05.
1218.9 1465.6 1858.9 2285.6
Table are based on the gross area of the section.
cm
cm
20.90 21.32 21.70
8.73 9.16 9.47 9.76 10.05 10,29
22,11
22.64 23.18
20.69 21,14 21.53 21.96 22.50 23,96
8.61
9.04 9.37 9.67 9.97 10.22
STEEL TABLES
U
TABLE
H
TWO
Uepnrrjt
of
Jfw«* t-W+*
$if|
^
£***«» 5*/*
IVwr*
n « t
lin*
UrtCTfffttS of
VM^jH p+f M«^e
!*« I*"*
OF SAME SIZE WITH FLANGES BUTTING AND WELDED (COLUMNS)
JOISTS
A«a
— ——
Modufi of
FlftdM of
fiwltofi
Gyralion
V
nr
4
i
w
ln*
1
fa
n
f
A
mm
1
J
Kq
h
g
H
2 Cftt
cm
4
cm
4
cm 3
cm
3
Cm
cm
TSO
3CQ
ISH0 150
270 265 0
542
531 7
6095
2911
2
4742 4
3 93.
316.2
6.50
8.29
.
150
,
*30
ICHB 150
30* 3002
«1 z
€00 4
77.S5
3050 0
5483 0
410.6
3584
6,29
6.39
150
•
300
ICHB 150
34 6
339 4
69 2
€78 0
08.16
3271
2
6381.0
<36.2
4080
6,09
0.51
400
iwa xb
3f 3
365 9
74 6
731 6
9500
72166
11442,2
721.6
572.1
8.71
1097
200
200
*
400
ISHB 200
400 3024
80D
754 8 101 88
7443 6
12351.1
7444
612,4
8.55
11.01
22S
-
<M
ISM9 225
43
4228
B62
845 6 10988
10559 0
16614.3
933 6
738,4
9 80
12,30
225
.
1W
ISHS225
43 6
450
03 6
9187 11932 10957 6 18177 0
0740
800 4
058
12.34
250
-
500
ISH3 250
51
0
500 3
1020
10006 129 92
15473 0
24222 6
1237.6
968,7 10.91
13 65
r«.
500
10H9 250
54 7
538 8
1094
1073 2 13942
15967J
26104,2
1277.4
1037.7 10,70
1369
300
.
MO
ISHO 300
59 8
578 0
117 6
11536
f
49 70
£5090.4
27777 6
1672.6
1111.1
2,95
13.62
300
.
500
ICH3 300
63 0
618
l
1280
1236
1
160 50
25900.4
29934 0
1726 6
1188 8 12.70
13.66
350
.
500
ISMS 350
67 4
6612
134 8
1322.4
171 02
3531 9.4
31743.7
21097
12700 14.93
13.59
350
.
500
IGH0 350
72 4
7103
1440
14205 104 42
39605 6
34253.1
2263 2
1360.3 14 65
1363
400
*
500
ISME3
400
77 4
759 3
154 a
15186 197 32
58167.0
36287.6
2506.4
1451.5 16.07
13,56
400
*
500
13HB 400
82 2 805
4
1644
1817-8 209.32
57647,0
358659
2333.4
1537.4 1661
1359
<50
/
500
•SMB <50
87 2
855
4
174 4
1710 9 222.23
70421 6
40701 6
3435.4
1628.1
1076
13,53
<50
.
WO
fSKB 450
07 5
007 4
185 0
1514 8 235,70
00699 8
43374.0
35966
17246 10.50
1356
1
1
1
TWO JOISTS OF SAMI: S171
MO D OR BATTENED
Y
—
TABLE
—
15
TWO JOISTS OF SAME
LACED
SIZE
OR BATTENED (COLUMNS) Y Designation
ISHB ISO
W, Kg
277
54,2 531.7
61.2
692
600 4
678.8
cm 2
6896
77 96
S3 16
cm 4
2911 2
30600
Z tr cm 3
3882
410.6
436 2
cm
6.50
629
6.09
Moduhia
Radius
of fraerta.
Spacing
Moment
Between
of
C
C
(o
of
Beam*
Inertia
W
$ cm
cm*
34 6 339 4
N Sectional Area
Radius of Gyration
30.6
8
265
Weight per Metre, kg
P/odulu^ of Section,
ISHB 150
3002
ft
Moment
1SH8 150
tmff
(
Moment
Modulus
3271
Rad us
Moment
Modulus
of
of
of
d
of
of
Of
Section
Gyration
Inerts
Section
Gyration
Inert ft
Vr
Vr
Zfy
V
r
rr
cm 3
cm
4 Cff!
cm
1
.2
cm
cm
4
Radi* of
S*Ct»rrf\
Gyratic-n
Vt
cm
1
cm
4742,3
3162
8 29
—
—
*—*
5 0
6143,1
378.0
9.44
6889 4
420,1
9.40
7723 5
467
173
10.61
8716 6
493,9
9805 8
10 55
443 4
550.3
7759.3
1057
20.0
11.79
10767.4
570 6
637.0
11
511-5
12147.5
9591,1
11.76
22.5
13101 8
6502
12.96
12,94
12.99
7266
11636.3
581.9
14764.8
250
654 2
14.20
156539
731
14,17
176575
8166
14.15
1390U
.6
27.5
7200
15.41
18461.6
6151
208258
912 6
1537
16379 3
15.39
30.0
17.65
24795 6
985.9
17.63
27988 6
17 52
21982.3
879 3
1105 4
350
29 It
32104 6
1161.1
20.29
36253 6
202$
26447,3
1034,4
1303 2
40 0
1
1
9 37
74
{Continue**}
Y
TABLE
15 (Con Id)
TWO JOISTS OF SAME SIZE LACED OR BATTENED (COLUMNS)
tSHB 200
tSHB 200
ISKB 225
W kg
373
N
365 9
40.0 392.4
422 8
D««fgmllon
Weigh per Me!:* kg
74.6
60 0
N
731.0
764.8
cm 5
95. OS
iGi.ea
109.88
cm'*
72168
7443.6
10559.0
744.4
938.6
8.55
9.80
I
Sac bo nal Area
Moment Modulus
of
Spacing
Biww 10
C
.
,
o# Suction
Z^,
Radius of Gyration,
C
43.1
cm 3
721
.6
cm
8.71
Modulus
Radius
86,2 045.6.
Moment
Modulus
Radius
Moment
Modulus
of
of
of
of
of
of
of
of
Irwartui
Section
Gyraijon
Inertia
Section
Gyrar>oo
inertia
Section
Radius of
Gy ration
of 0**.m
S
w
f
rr
4
Cffl
w
cm
en»
f
>r
cm
3
on
V
lyy
on
4
cm
3
cm
20 0
11442.3
572.1
10.97
—
—
—
—
—
—
225
1
3967,0
657.3
12.12
14083.3
697,6
12.09
16614.4
738.4
12.30
25.0
16790.5
746 2
1329
17907,9
792.9
13.26
19876.4
836.9
13.45
19910-3
038 3
14,47
21250 6
891.6
14,44
23481.9
039,3
14.62
23327.3
933.1
1568
24912.1
993.
t
15.64
274307
1045.0
15.80
31052.5
1129 2
18.07
33189.9
1203-2
18.05
36353.4
1264.6
18.19
40.0
39966 3
1332
20 50
42741.1
1420.7
20.46
46659.7
1493,1
20.61
450
50066,5
15406
22.95
53565.9
1643.9
22.93
58334.4
1728,4
23,04
61359,3
1753.1
25,40
65664.1
1871 6
25.39
71382.7
19692
25.49
—
—
—
“
—
“ _
27,5 30.0
350
50.0
350 600
—
‘
—
__
(Continued)
TWO JOISTS
Ol SAMI: SIZE
S7
LACED OR HATTKNCD
TABLE
15 (ConuL)
TWO JOISTS OF SAME SIZE LACED OR BATTENED (COLUMNS) Y
ISHB 223
Moment ot Inertia
46,0
51.0
54,7
HI
500 3
536 6
5768
93 6
102.0 1000.6
109.4
918.2
10732
117 6 1153.6
11932
129 92
139.42
14970
10957.6
154730
15967,8
25090.4
974.0
1237 0
1277.4
1672.6
9.56
10.91
10.70
12.95
Modulus
FUdkrt
Moment
Modulus
Radius
Moment
Module
Radius
Moment
Modimm
ol
of
of
of
ol
of
of
ol
of
d
Section
Qyratbfi
Inertia
Section
Gyration
Section
Gyration
Inertia
Section
?yy
f
Iff
cm 3
4
ISHB 300
450,1
W
ZJV cm
ISHB 250
ISHB 250
cm
cm*
Inertia
'tr
cm
3
cm
cm*
cm
3
VY
Radius of
Gy ration r
yy
2
cm
cm*
an
— —
— —
cm
— —
—
—
—
—
—
—
—
—
—
—
—
—
—
—
—
—
21436.0
696.8
13.40
24222.5
968.0
1365
— —
—
— —
27777.8
1111.1
13 62
25352.1
10098
14.56
28465.5
1065,2
14,61
303B24
11533
14.76
32689.8
1245 3
14.78
29640
1124,6
15,76
33154.5
1205.6
1597
35392.9
1262.6
1503
38569.6
13844
t595
33334,9
13632
18.16
43710 5
1457,0
16 34
46720 7
1552,4
1651
50232 8
1674.4
18 32
50521.1
1611.3
20.58
55690.5
1719 7
20.74
59791
18344
20,71
64287.1
1
977.5
20 72
631969
1866 8
23,01
69694
1901,3
23.16
74604.7
2125,8
23 13
80172.8
2290.7
2314
77368.1
2126.1
25,46
65122,5
22639
25.60
011609
2424 6
23.57
979496
26120
25.55
—
—
—
—
— _
—
—
—
1175978
29390
2S.00
__
,
139117.1
3273 3
30 48
— _
1
,
„
(Continued)
^
l
5*
TABLK
f
J
Alli.LS
15 fConul)
TWO
JOISTS OF
SAME
SIZE
LACED
OR BATTENED (COLUMNS)
ISHH TOO
Dailfjnalfon
67.4
G 10 0
661.2
Woighf per Molro *y
N
126 0 1236.1
13224
144.0 1420.5
cm ?
160 50
171.02
104 42
25900 4
33319.4
39605 6
Z tw cm 5
1726 6
2189 6
2263.2
cm
12.70
14 93
14.65
of fnarta,
of Section,
RflfliU 5 of
Spflcr*]
to
72.4 710.2
63 0
h
Momcml
C
ISHB 350
ky
Sectjonal Aron,
Modulus
ISHB 350
C
cm
lir
4
.
Gyration, r„
,
134 8
Mom enl
Modulus
ftadiu5
Moment
Modulus
Radius
Moement
Modulus
of
of
o(
of
cl
of
of
of
Inertia
Son ion
Gyration
Inertia
Section
Gymtlon
Inertia
Radius of
Seclion
Gymtion
uf R*i.
S
Vv
an
cm
J
fyv 1
cm
cm'
f
yy
cm
J
7|V
cm 1
25 0
—
—
—
31749,7
12700
27 5
34B37.9
1322 6
14 77
37307.5
300
40605 e
1471.8
15 91
f
VY
Vv
cm
4
cm
w
f
cm
1
crri
13.59
—
—
1424.3
14.75
39807.9
1514,3
1
4.71
43562.3
1584.1
15.92
46515.5
1606.0
1
5.86
—
35 0
53646.5
17B2.9
1820
57522,7
1917.4
16.30
61499,7
2043.9
10.26
40 0
6B633.3
2107 a
20.69
73630 8
2265 6
20.70
78789
2417 6
20.67
05746 5
2443.6
23,11
91666.7
2625.3
23.13
98383.7
2803.0
23,10
04005,0
2708.1
25.55
112290 3
2994.4
25.56
120283.5
3199.9
25,54
2800
134841.7
3371.0
2801
144488 ?
3604,1
27,99
30.46
159540.0
3753.9
30.47
170999.0
4015,0
30.45
—
—
—
_
—
—
—
—
45 0
50 0
f
550
125871,5
3139
60 0
148943.3
3497.1
650
—
700
7
*—
—
(Continued)
TWO JOISTS OF SAM!-
OR BATTENED
SIZE Iw\CLl>
TAB]LE
'I
r~
*
—
f
— 5
r
*
--q
r
r !
i
'
TWO JOISTS OF SAME SIZE LACED OR 3ATTENED (COLUMNS)
r
-1
15 (Contd.)
y
1
.cd fe
e=t
i
ISHB 400
ISHB 400 77,4 759.3
tSHB 450
B72
92.5 S07.4
02.2 806.4
355.4
154.8
164.4
174.4
1518 6
16128
17109
185.0 1814.8
197.32
209.32
222.23
235.78
56167.0
57647.0
78421.6
80699 8
2608 4
2688.4
3435,4
3586.6
16.87
16 61
18,78
18.50
Modulus
Moment
of
q[
Section
Inertia
lyy
*>r
Radius Gyration
Inertia
yy
362 07.9
1451.5
13.56
42762
4
1629 0
14
49853 6
cm
Modulus
4
Radius
Section
Gyrabon
Zyy
fyy
Cm*
3
—
—
72
45140.5
171 7
1012.9
15 69
52662 9
653359
2196 2
!8.2f
04304 6
2596 5
105349 9
_
Moment
Modulus
Radius
Moment
Modulus
Radius
of
of
of
of
of
of
Gyration
Inertia
of
of
f
cm
4
Moment of
of
cm 2
cm
ISHB 450
Inertia
Section
cm
4
lyy
n
Zyy
cm
,i
r
cm*
Section Gyration
ZYY
f
>y
„3 cm
cm
—
—
—
cm
cm
1353
A
40701
162B
14 69
47995 3
1628 4
1469
506672
1924 1
1466
1909,0
15&6
55983
2035 a
15 07
59140.5
2144,7
15 64
69670.2
2316 5
16.24
74643,7
2460
1
1625
70297,6
26034
18 22
09293 9
2741 2
20 65
94882
2919
5
20 66
100402 0
3032 2
20 64
20 66
3179 9
23 oa
113499 7
3335 7
125453 6
23 07
11
111534,2
3576.7
23
23 09
3010 0
136390 9
3620,8
25 53
2553
153452 5
40039
2551
25 55
30639
3434.2
144895 5
12B7B1.G
163064 2
4008.9
27.90
174069 7
27.99
104398 6
4601 3
27.97
3067.0
28 00
4351.7
1546799
45556
30 4 4
4847.6
3044
5127.2
30.47
30.46
193953 9
216292 0
4306 9
206022.5
103044.6
226660.2
5028 5
32 91
32 91
255132.6
56602
32.89
37,92
2407537
9
4752 8
5350.1
213675
35 39
261982.9
5506.7
35 30
278263 5
35.38
294920.5
6199
35 37
5203 7
58502
247173.6
Note
:
fine properties given in this Table are based
5
5
1
on the gross area
of the section.
1
STEEL TABLES
TABLE
16
TWO CHANNELS OF SAME
SIZE
LACED OR BATTENED (COLUMNS)
D#ilgn*lJofT
Modulus
Rad jus
Wflfis
U.6
158
199
155 0
194 2
fwrt
of Section of Gyration f iax
cm 2
14
82
20 14
25.30
cm^
247.6
5400
942.2
49 6
86.4
1256
5 18
6/10
cm
1
cm
4 09
Worn «mt
Modulus,
Radius
Moment
Modulus
Radius
Moment
Modulus
of
of
of
ct
of
of
Of
of
Section
G /ration
Irwrila
Section
Gyration
fnorlui *YV
* VY
ttn
00
580
13
1
50
70
14
fj
100
70
G
B0 0
SOO 100 0
1200 140 0
1600
4
193.0
32.3
277
222 7
270
35 6
19! 0
32 0 35.1
33.6 43.0
2 97 3 17
2196 250.0
30.5
2629
419 455
3 09 3 30 3 52 3 75 3 90
254.0
3 01 3 23 3 45 3 06
421
3167
42 40 54 60
2
4 02
7
6616
0
49 1 52 9
145 5
2.47
160
1
2900 320 4
339 360
46,9 51,0
3.82
55 3
4
462 6
59 7
4 38
4 44
5T3.0
64,2
4.51
370.0 414 7
05
2
5 10
550
692.0
6
6 07
0107
05.3
67 0
650
6 31
10358
939
4
93 0
C03
1108.0
114.1
7.53
111 5
781
0 52 9 5 10 50 11 49
1227 0 1554 0 1923.0 2331 4
135.7
129 6 T47 9
0.70
1560.3 1973 2
9 77
24367
157.9 180,5
166.5
10 76
2950 0
2760 2
203
185 3
11.75
3515.5
2268
4130 B 4796 7 5513 2 6260 3 7098 0
250 3 274 293 0 322 316.2
7966 3 0005 1
370 5 394 9
19 70
9854. G
4193
18 74 19 74
20 70
10874 7 1 1945 4
443 9
20 73
460,4
2173
00 1 93 5 107.1
120 9
504 7.3 5607 5 6197 3
4 15
310.2 356.2 390 5
2 29
3
134 n
4516
92
1
405 0 563 5
16327
320 0 340 0 380 0 360 0 400 0
2 40 2 58
2B7
3
1955
3000
26 5 29 2
2 67
33 7 36 5
2300 5 2690 9 3102 9 3544 5 4015 0
cm
?09
309
ISO 0
240 0 260 0 200 0
W
r
3
4
727 2 255 2
ri
zyy cm
T68
176 9 201.1
04 1.3 1075 5 1339 3
4
23 5 26 1
2 50
385 6 402 0 545 1 63G a
cm
21
10 7
20.3
cm
Gyration
105 0
M3 164 4
W
n
f
of
Section
123 3 143 £
10 7
20 9 23 3 25 7
inorlia
Radius
99
1
033 1152 133 9
4* cm 3
cm 2.1S 2.37
1
W
*n
cm
2000 2200
50
H3S
of JrujrTp#
5
600
T
N
mm
15 0 20 0 25 0 30 0 35 0 40 0 45 0 30 0
ISJC
ISJC 125
Wfltgnf, kg
Arts a.
Momenl
ISJC TOO
146 0 163 1 f 77 3
GO 6 oa 6 76 9
4 91
6252
73.6
4 97
536
749 4
83
3
544
5 66
0863
93.3 103 6
5.92 6.40 6 08
12 40
3269
2
204 3
12.74
13 47
37904
2234
4360.0
212.7
14.73
19l.fi
1447 1547
13 73
15 72
10 46
4977 0 5628 0
2620
205 9
201 4
16
3009
17 71
20 45
B631.2
21 45
9402
320 4 34 0 0 35 D 6 379 3
1071
ID 45
6310 4 7049 0 7620 0
220 3 231 A 249 2 263 7 270 2
17 40 10
45
8
72
21.70
5
1
1
7
85
8 83 9 01 10.80 11 79 12.78 13 77 14 76
15.76 16.75 17.74
(Continued}
TWO CHANNELS OF SAME LACED OR BATTENED (COLUMNS)
TABLE
61
16 (Contd)
TWO CHANNELS OF SAME
SIZE
LACED OR BATTENED (COLUMNS)
Weight, kg
22.4
N
219.7
cm 2
28.48
Area,
Moment Modulus Radius
111.8
14.52
35.54
cm
1439.8
2322.4
132.2
Zxr cm
3
164.6
232.2
35.2
cm
7.11
of Gyration r
3.02
8.08
Moment
Modulus
Radius
Moment
Modulus
Radius
Moment
Modulus
Between
of
of
of
of
of
of
of
of
Webs S
Inertia
Section
Gyration
Inertia
Section
Gyration
Inertia
Section
Spacing
mm
lyy
Zyy
4
3
cm
cm
cm
fyy
Zyy
Tyy
lyy
4
cm 3
cm
cm 4
'*y
cm
Radius of
Gyration
Zyy 'yy
cm 3
cm
2.57 2.75
306.3 343.6
43.8
2.94
49.5
12.4
1
34 4
47 4
3.11
60.2
14.2
2.04
10.0
245.2
37.7
2.93
385 2
51.0
3.29
72.7
16.2
2.24
15.0
41.3
3.13
55.7
3.48
87.0
18.3
45.2
3.33 3.54
431.3 481.9
60.2
3.68
103.2
20.6
25.0
279.0 316.4 357.3
536.9
65.1
3.89
121.2
23.1
2.45 2.67 2.89
30.0 35.0 40.0
401.8 449.9 501.5
53.6 58.0 62.7
3.76 3.97
70.2 75.5 80.9
4.10
1409
4.31
162.5
4.53
186.0
25.6 28.3 31.0
3.12 3.35 3.58
45.0
556 7
67.5
86.6
615.4
72.4
4.75 4.97
211.2 238.2
33.8 36.6
3.81
50.0
4.42 4.65
596.3 660.2 728.5 801 3 878.5
4.53
20.0
743.6 886.0 1042.6 1213.5 1398.6
60.0 70.0 80.0 90.0 100.0
49.3
4.20
5.43
297.8
A3
5.89
364 5
6.05
130.5
6.35
438.6
42.5 48.6 54.8
6.53
1656
144.0
6.83
1895.0
157.9
730
519.9 608.5
61.2 67.6
5.50 5.98 6.47
2425.9 3028.0 3701.1 4445.3 5260.6
1866
8.26
807 4
80.7
7.46
216.3 246.7 277.8
9.23 10.20
1035.4 1292.4
94.1
107.7
8.44 9.43
11.18
1578.4
121.4
10.43
3094
12.17
1893.5
135.3
11.42
6147.0 7104.4 8132.9 9232.6 10403.2
341.5 373.9 406.6 439.6 472.9
13.15
2237.6 2610.8 3013.0 3444.2 3904.5
149.2 163.2 177.2 191.3 205.5
12.41
506.3 539.9 573.7 607.6 641.6
4393.8 4912.2 5459.6 6036.1 6641.5
219.7 233.9 248.2 262.4 276.7
17.40 18.39 19.39 20.39 21.39
104.3 115.6 127.1
7.01
1811.6
151.0
7.98
2281.5 2808.4
175.5 200.6
8.95 9.93
1
180.0
33922
226.1
10.91
200.0
4033.0
252.1
11.90
220.0 240.0 260.0 280.0 300.0
4730.8 5485.5 6297.2 7165.8 8091.4
278.3 304.8 331.4 358.3 385.3
12.89
9074.0
412.5 439.7
17.85
467.1
494.5
19.84 20.84
11645.0 12957.9 14341.8 15796.8
522.1
21.83
17322.9
360.0 380.0 400.0
y 4v?\
13573.8 L
V-'-Vtt'v
'
4.05
104.6
5.58
140.0 160.0
10113.5 11210.0 12363.4
92.5
1046.3 1231.8 1435.1
5.11
82.6 93.3
120.0
320.0 340.0
13.88 14.87
15.86 16.86
1884
11
14.14
15.13 16.12 17.11
18.10 10.09
20.09 21.08 22.08
‘
5.01
13.41 14.41
15.40 16.40
1
(Continued)
«
-
Jt
L’Vfc
85
188.2 214.9
31 4
5.0
0.0
V%»
11.4
27.8 272.7
4
of Inertia /*
of Section
ISJC 75
ISJC 200
ISJC 175
Designation
/
.
Mill.
TAH1.F
Y
TA»M.;_s
16 (Conhi
TWO CHANNELS OF SAME SIZE LACED OR BATTENED (COLUMNS)
Y
Designation Weight.
15.8
21.4
N
155 0
209.9
Moment of trier tia Modulus
of Section
20
36.72
27.34
0-i
r
ctt*
329 4
713.6
1394.4
Z cm
65.9
11-1.2
166,0
/
ipH
t
Radius
28.8 282.5
Kg
A ion. cm'
ISLC 150
ISLC 125
ISLC IDO
of Gyration
r t
cm
40G
646
541
I
Spacing
Momem
Modulus
Radius
Moment
Modulus
Radius
Moment
Modufus
Between
of
cf
of
of
of
ci
£>l
of
ln#ftia
Section
Gyration
Section
Gyration
Inertia
Section
We&a 5
Jnerl
Z
r
cm 4
cm’
cm
cm*
00 50
*02.2
20 4
2.26
220.2
*9 7
22 6
2.44
257.8
too ISO 20 0
*30?
25.4
2.64
162,2
28,2
187.2
31.2
t
n
mm
Z
41-1.4
55.3
3.3G
460.4
594
3.54
51 1.0
63 9
3.73
3 46
566.1
63.6
3.93
3.6G
625.9
736
4 13
52.9
387
G90.3
78.9
4.34
457.0
57
4.00
7592
81.4
372
455
507.1
61.5
4 .31
332.7
90.0
4.76
/
35.1
2 89
35.2
3 07
230 8
41.5
3.30
2.64
327.2
45.1
3.06
367.1
49.0
34 4
3 27
4103
244 7
37.6
3.49
277.2
41
1
raliorl
cm
t
cm^
cm*
214.7
of
Crt
Z cm 1
}
ern
*
25 0 30 0 35 0
a
Radius
1
I
-too
312.2
44 6
3,05
45 0 50 0 60 0 70 0 60 0
5G0.G
3497
66.0
4.53
910 9
40,2
95.9
4.98
4. TO
617.6
4.75
993,6
101.9
5ZQ
4.4
677.9
706 753 R52
93
1000.9
100
5 44
1269.2
120.9
5.Q3 6.34
369 8
£2 0
m
4
1
5.43
477.3
59.7
574 9
676
5 36
953 5
6026
95.4
5.91
75 8
147G 0
140.6
5 84
iin.a
105 9
6 33
1701,1
84.2
6 32
147,9
6.81
1253 0
116 7
6.85
1914 5
162.0
7.28
4
SOS. 9
500
BOO 2
TOO 0
927,0
928
6.80
T4G9.4
120 0
127.8
1213.2
7.33
2206.
110.3
176.5
7.75
7.7B
letiT .7
150.5
030 7
8.30
126 2
2705.0
8.76
206 3
8-71
2340.7
19042 2309 B
174,0
927
146 5
3437,2
237.0
28703
9.68
9.75
199.0
1025
165 0
41G2.B
10 74
268.6
10.65
3446 6
222
2755.5
12.20
4361,6
193.7
300,7
11.73
11.62
4077.7
24
2t
£034,3
333,4
12.61
4753.3
272.2
13.20
6780.2
366.5
1359
MOO *60 0
1BQ0 200 0 220 0 240 0
2000
1
324
3
1
3767.1
4333 a 4939 0 5505
202 6 22 .6 1
320 0
6271.3
240 7 259 0 279 3 298 6
340.0
6997 6
310
200 0
3000
1
3000
77639
380 0
0570 3 9416 8
4000
T
337 6 307 376 7 |
12.72
4
A
12,
T3 71
5503.7
237.5
14 19
7799.5
400,0
14.57
14.70
6298.8
323 0
15 18
8892,3
15.56
15.70
7140.5
3 IS 7
16.17
100585
433.8 4G7.0
16 63
8052.9
374.C
17,16
11298.2
502
17.51
17.69
9012.0
460.5
18.16
12404.9
10.30
20.52
16 55
69 19 68 20 ce
7
42G.6
19.15
13997.9
5?7.9 571.3
11094 2 12217.3
452.8
20,14
15457.8
606,2
479.1
2M4
16991
,3
641.2
21.51
21.68
13395.
£05.5
22.13
18598.1
675,3
22.51
18
10025
1
19.52
(Continued)
I
TWO CHANNELS OF SAMI; LACED OR BATTENED (COLUMNS)
TABLE
63
16 (ConuL)
TWO CHANNELS OF SAME
SIZE
LACED OR BATTENED (COLUMNS)
Designation
ISLC 175
ISLC 200
ISLC 225
Weight, kg
N
35,2 345.3
41.2 404.2
470,9
cm 2
44,80
52.44
61.06
2296.6
3451.0
5095.8
Zrr cm 3
262.6
345.2
453.0
cm
7,16
8.11
9.14
Area,
Moment Modulus
cm
of inertia
of Section
Radius of Gyration
4
,
48.0
Radius
Spacing
Moment
Modulus
Radius
Moment
Modulus
Radius
Moment
Modulus
Between
of
of
of
of
of
of
of
of
of
Wobs
fnoflta
Section
Gyration
Inertia
Section
Gyration
Section
Gyration
iyy
Zyy
S
Zyy
f
YY 4
mm
cm
0,0
511.0 567.6
5,0
100 150
629.1
697.5 770.9 849.8 934.4 1024.6
20,0 25,0 30.0 35.0 40.0 45.0 50 0 60.0
1120.3 1221.7 1328.6 1559.4 1812.5
70 D
2038.0 2385.9 2706.2 3414 1 4211,5 5098.6
80.0 90.0 100.0 120.0 140.0
160.0 180.0 200,0 220.0 240.0 260.0 280,0 300.0 320.0 340.0 360,0 380.0 400.0 450.0 500'0
6075 2 7141.4 B297.3 9542.7 10877,8 12302.4 13816.1 15420.5
cm
r
yy
1
cm
cm
63.1
3.38
73.2 78.7 04.5 90.7
3.56
583.4 848.3 719.7 797.7 802.3 973.4 1071*1
97*1
4,36 4.57 4.78 5.00 5.22 5.45 5.90
164.8
6,36
181.6 198.8
216.5 252.9 290.5 328.9 368 3
13.61
614.1
741.1
783.8 826.6
,8
11,64
12.63
20769 6 22731
1
B.73 9.70 0 67
448,5 489.4. 530.6 572.9
3.9
1
6,83 7,30 7.77
408.1
18897.0
71
3,75 3.95 4,15
103.8 110.8 117.9 125.3 132,9 148.5
656.2 698 5
1
4
14.59 15.58 16,57 17.56 18.55 19.54 20,54 21.53 22.53
—
1175 3 1285,1
1403*4 1527.3 1794 e £083.4
£408.3 £754.4 3126.7 3950,0 4878,2 5911.3 7049.3 8292.1 9639.8 11092.4 12649.8 14312.2 16079.4 17951,5 1 9928,5 22.10,4 24197,1 26488.
—
—
ZW
w
r
VY
3
Inertia
4
87,6
3.59 3.77 3.95 4*14 4.34 4.54 4.75 4.96 5.17 5.39
cm
77.6 83,6 90.0 96,7 103.0
3.34 3,52 3,70 3.90 4.10
111.2
4,31
119.0 127.1 135.4 143.9
4,52 3.95 5,17 5,40 5,85 6 31
788,5 867.4 954.0 1048.2 1150,0 1259,4 1376.5 1 501 *2 1633.6 1773.6 1921,2 2239,3 2587,9
100,4 107,5 115.0 122.9 131.1 139,6 148-5 157,6 167.1 186,6 207.0
678
2967.1
223,2
7.25 7,72 8.68 9.64 10.62 11,59 12.57 13,56 14.54 15.53 16.52
3376.8
£50.1
3317*1
272.6 319.7 367*7 417.6 468,6 521.0
1527 170.9
189 9 209.4 229 5 250,1
292,6 336.4 301.4 427,2 473.6 521 .1 558.6 617,1 665,7 714.6 763.9 813.4 863,2 913,1
963.2
—
—
473
17,51
10,50 19.49 20,49 21.48 £2,48
— —
4789,2 5883,4
70997 8438.1
98987 11461.3 13186,1 15013.0 16962,1
19033,2 21226.5 23541.9 25979.4 20539*1 31220.8 38459.5 46461,4
yy
cm
cm
cm
r
cm 3 93,
574,1
627.9 682,4 737.5 793,1 849.1 905.5
962.2 1019.3 1076.6 1220,9 1366,5
5*61
6.06 6,51
6*97 7,44 7*91
8,86 9,82
1070 1176 12,73 13,71 14.70 15,68 16.87 17*66 18.64 19.64 20.82 21 .62
22.61
25.10 27,58 (Continued)
Mi
e4
TABLE
l
l,
TAH u.x
16 (ContiL)
TWO CHANNELS OF SAME SIZE LACED OR BATTENED (COLUMNS)
Obsignation
Weight kg
5oC
N
543 4
nreft,
Me meet Modulus
cf JnertSA
Section
cf
FSadius of
ISLC 250
7375 .
r
ISLC 350
553 4
77.6 76\ .3
S4 32
93 94
£49
30
71
L
ZIV
GyraDor
cm*
ISLC 300
10095 5
;
cm'
590 0
cm
'3*7
SC6 4
Monari
Wt^ukJS
FUc^-s
Mcmert
U^tiL-S
Bafween
cf
cf
cf
We«
cf
cf
Irerrsa
S?CtCr
Gyrafccr
cm
cm
Cm
0.0
1115.5 1217.3 132= 3 1445.4 IcTZ.S
111.7 113 3
39c
1239 3 1352 3 1475 5 1 =29.2 17^3 4
124 0
9Q.0 100.0 120.0 140.0 160.0 150.0
20C.D 220.0 240.0
2600 230.0 300.0 320.0 340.0 360.0 360.0 400.0 450.0
5030 550.0 600.
r*
Cm w3
BOO
Modulus
U cm*
17C3 3 1S$4 5 2CCS 7 2171.8
4 5C *t
:51 3 1ST 3
5.
s.
rf
4.9C t C
71 .0
£31
1S1 0 191.3 2C2.C
5 £2 5.73 £.35 S.33 £.54
1
2524 5 2913 3 3337 6
4.13 4.31
123 4 134 5 :43
224
i
4—
-!
**
3757.5 4293 3
27: 2
t
cu
2967
*
./D
4524 2 5593 5 73C5 4
321
=
56
4,76 4 95 5 17 4 75 5
ZS33 3 32£c 2 3774 7 4^05 2 4377 3 £4=2 5 534c 7
£9
iis t:SC 7.15 7 £1
14S9 3 1627 0
2
524 545
7 5 C
0 5 4
£277
n.3c
T
C3
13956 3
£57 “ 7=3 3
12.57 1 3 £5 14 52 15 51 16 SC 17.78 13.77 T S 7£
2C 75
•srccj j
21.74
3
727
5
14 :c 14 =5
730.
T
T
553 4 917 4
5,96
<
;
«
EC
"<
1=53’ f 355 5
237=0 1 25632 0 23672 3
1046 9
1991
453752
11T2.4 1173 3 1244 £ 1411.5
3?aai t 3£2££ 3
55304 E
1
SSI S
590
-
21.33 22 66
25 37 27 65
24* 4
2'
* 1-/' * * 4 ^ CW ™ ui -
435
'
5
WLI?
1
-5
£4415 2 7£7 42 9 53522 3
315 5 55C 0 t:65 3 '
•
1
4*
.2
2:75
£221 S 7787.0 3550 1 11511,1 1367: 3
1
1
63.0
254 0 253.5 314 4 345 7 350 2 414 3 4 5c 7 561 e £33.5 713 5 SOT 3 554.5
16325 S 4 1 553 21333.3 24254 2
S£3 7 1055 3
274326
1143,0
30775 7 34322 7 38054 7
123U
1
132C 1409 3 1500 2 l
1234 9 372 6 i4s: £
2273
SS142 i £0477 7
-£47 4
25 21
:!t-23
1632 £ 1313 3
27 70
7=123 5
2145
3C 13 32 56
35301 7 1C47T6 6
1
*
r
Z -—C.
Z
* i
E T
3 08 4 06 4 24 4.43 4 62 4 62
5 C3
4
:o=; 3
2
1550
226.1 233 6
2713 2S37 3174 3c££ 4245 4654 55*3
119272
=373.1
cm 371
136 4 145 3
2501.4
*
i
*
V
cm*
20C 2 212 9
t
12 35
4
Av
65 3 176 3
*
533 7 2114 6 2301.8
545.1
5 T7 ^ iw.k
•
£,C3 5 02 3 37 S S3
Gyration
1
1
504
23
16 35 T7 93 T3 92
22334 4 25529.7 29267 5 3114H i 34171 3 37337
4
1363.9
11.138
6759.3
1S17T 5 20451.7
191 4
233 .0
3 £4 4 or 4.19 4 37
of
S*Ctoo
J
336 4 36c 2 42E 0 432 5 555 2
.E
374 6 423 7
10357.1 T22SS.3 13973.1 l£OC4 3
:c3.6 130.3
19C5..1
2073 4 2243 2 2435 £
cn
C^?
Radius
of
*»
t
151,9 140 5 145 7 153 4
064.2
ct Irwtsfi
S
2
13.7
Of
fflD
10.0 15.0 20.0 25.0 30.0 35.0 40.0 45. 5C.0 60.0 70.0
1
35
It
Scacirg
so
1S<325
1531
1
4
2361 4
26T7 3
5 6£
6.10 6.55 7.00 7 46
7 93
£67
9J2 10 79 11.75 12 73 13 70 14 £5 15 67
16 65 16.64 13 63 13 51 20 60 21 60
22 53 25 07 27 56 30 04 32 53 {CcstSrr^ed,
nvn CHANNELS <Jl
;
SAMli
AGED OR
I
HATTIiNE-.D
Y
65
(COLUMNS)
TABLE
16 (Crmtd
TWO CHANNELS OF SAME
SIZE
LACED OR BATTENED (COLUMNS) Y
Weight kg
91-1
13 6
18.4
N
690 6
133 4
180 5
cm ?
116 50
17.34
23 40
cm 4
27979 0
1520
3734
J
1399 0
40 6
74 6
cn
15 50
Aren,
Moment Modulus Radius Spacing
Wfitw
0
Inertia
of Soctson
+
of Gyration r 1T,
cm
0 0
50 1C 0
15 0 20.0
250 30 0 35 0
of
Inertm
Section
Gyration
Inertia
5ect*xi
Gyration
V, cm
r
rY
cm 1 13.7
3 04 4 01
550 674 620
4
19
96 e
4
33
117.7
4 53 4 7a
136 e 162 167.6
1570
1714.4 1673 7
167.3 176 4
2047 6 2236 0 2439 0 2656 6 2saa 7 3135 4 3396 7 3672 5
190 5 203 3 216 6 231 0
245
600
5633 2
402.4
&0 C
6403 2
1D0C
7231 5
441 5 482,1
C
9C629
0 0 0 0
240 0 260 0 230.0
u^
cm 4
Cm 3 67
70 0
C
5 40
561
1
2T52 2450 276 9 347 3
2fi*
’n
2.13 2.32 2.52 2.72
cm
cn>
70
106.6
£1,3
15 9
1.97
125 9
24 0
16 2
2.17
27,0
208 235 254
2 39
145.2 173 4
261
£01
2 63
232 e
29 5
3.05
2560
326
329 152
303 5 343 4 356 1 431 a 532 0 643 0 7S7 4
1
35 9
392 420
3.70
400
,6
30 2 33 6 37 2 41 0
294 3 15 3 35
45 0
3.50
49,1
3. S3
53 3
4.06 4.30 4.77 5.25 5.73
57.0
66 5
49 6 56 9
4 46 4
96
514.1
643
5
45
741
6105
71 e
£ S3
9026
715 6
79 5 55 2
642
1049 6 1373 6
105.0
670
5664
783 882
1253
7.63
11127 3 13424 7
£54
5
9 77
111.1
10 74
40 9 39
1754.4
745.6
1222 6 1523 2
145 2 t £7 5
15955 16716 5 21714 8 24344 2 2S4C6 6 321C2 0
6397
1
935 1034 1133 1235 337 1
9 0 a 1
6
11
70
1263 1365 14 63 15 16 17 13
62 60
59 57
951.
3097.
1936
13 36
0
21 0 4
1
6
227 244 261 278 295
2
312 329
3575 5089 4637 4220 5333 €490
9 9 5 9
1441 2
340.0
44536 1 43213 5 54073 3
1651.3
1956
1757 6 1864 5 1972 2
20 55 21 54 22 54
71779
2243 7 2513 0 2794 5 3072 9
25 02 27 50 29 99
— —
531673 72920
1
8 51 23 104734 5 T 229 6 1 T
32 46
B
1863 4 2243 3 2552 3
1545
3
741
127 143 160 176
40151.7
550 0 600 0
*rr
cm 4
426.4
3503C4
0 0 0 0 5GC 0
'w
cm
Inertia
6 50 6 95
305
300 0 320 0
360 330 400 450
Oy ration
c4
4257.6 4921 4
120 140 150 ISO 200 220
of
Section
of
5.19
600
tJ
cf
4 90
50.0
of
Modulus
6
450
Modulus
cA
Moment
Moment
cm 1569 7
Radius
Radius
Moment
Radius
251.3 277.3 293.8 328 3 364 5
40.
4.00
2.96
Modulus
S
mm
ISMC 100
ISMC 75
ISLC 400
Designation
7399 6
—
3 7
2177C
i
TS 35 19 35 2C.35
2646 4 3162 fi 3726 6 4335 4 4992 C 5€9£ 4 6445 6 7242 6 6C86 4 8977 G 9914 5
1
21 34
1C89S.7
2 9
1
0 0 0
— —
10 33
37 12 37 11
36 15 36 16 35 17 35 4
— — —
— — —
757 653 950
15S0 210 8
2329 255 0 277 3
£998 322 3 344 9 307 6 390 3 413 1 435 9
621
e 66
9 65 10 63 11 63 1262 1361 14 61 1 5 60 16 60 17.59 18.59
19 59 20 53 21.53
**
—
(Continued)-
STfcEL
I
*A
TAB/jK
fCanttL)
jfi
TWO CHANNELS OF SAME
SIZE
LACED OR BATTENED (COLUMNS) (
^
'4
ISMC 125
ISMC 150
//vrgM, kg
25 4 249 2
32 8 321 8
374
3238
4176
48.76
832 0
155S0
24466
133 2
207 8
279 6
N Attm, otn
Moment
of
fadirj
1
!
ft
Irwjftirt
Buctiofi
f>f
t
tJr
7 tt
of Gyratmci
f
.
r^n
J
4
cm J
5.07
tjt r;rn
5
iA
11
7,00
Moment
Moduftrs
Radius
Marnwril
Modulus
r,f
of
of
of
of
of
Inertia
Gw-lion
Gyration
fjif
G/mimi
Inertia
K
W
w
cm
cm 4
cm
f
cm 4
urn
1
ry
f
VY
1
cm
0 0
2417
50
37 2
2.73
4104
54.7
275
2,01
3.13 3.32
3.11
459 4 513 6
59.3
312.6
40.6 44.7
64 2
3.51
35*1
48 6
3 31
5730
69.4
3.70
53.3
3,51
3.91
372 394
637.6 707.4 782.5
75 0
56 0
80.6
4.12 4.33
10
0
15 0 20 Q
\
1
300
399 7 449 3 503 0
35 Q 10 0
560.7 622.6
45 0
5m
50 0 60 0
738 t 910 0 1078 0
25 0
62 9 68 0 73 2 70.7 84 2
4,16 4,38 4 61 4.64
1262.3
900
95 0 107 5 120 2
5 30 5,77 6 24
1462
133.0
GO 0
6.72
16793 2161 2
2090
146 0
720
172 9
0.1 7
2707.7
2381.5 3026.3
200 fi 228 9
9,14 10.12
3754. 4566.4
70 O 60 0
1200 140 0 60 0 IflO 0 200 0 220 0 240 0 200 0 280 0 300 0
3
/
3319 3995 2 4730 0
1
020 0 140 0 160 0 380 0
7
Ftorifll*
>rr
400 0
38.2
*
Wtta
1
ISMC 175
0*«lg nation
I
5541 6
6412 0 7374 0147 0 1
9411 7 1054 735 3
M
1
1
2991 2
257,8 207.0 316 7 346 6 378 2 407 2 4 U 8 460 5
499 530
940.3 1039 0 34 9 1342.5 1570.9 1020 2 1
1
4
11. IT
5401.7
6440 6 7502 9 8640 8 9070 2
13 00 14
07
15 09 16.00
17.05
11101.2 12507.6
18 04
14067 6
4
19 04
4
15031.1 17278.1
19008 6
208227
56! 5
20 03 21 03
15706 4
592 7
2202
w
Zyr
cm 3
478.0
63,7 69.0 74,7
5347 597.5 666.3 741.3
322
4.99 5 21 5.67 8.13
1207.6
15B 3
6 60
7.06
224 2
0,51
7.55
258.9 294.6 331.0 368.0 405 6 443.5 481.9 520 5
15.38 16 37
559 4
1
598.6 636.0 677.6 717 3 757.2
1
9.43 0.46
1
1
,44
12.42 13 40 14,39
7,36 10 35
13197 1560,5 1326.2 2116.3 2430,8 2769.7 3520,6 4369.0 5315,0 6358.5 7499.4 8737.9 10074,0 11507.5 13038 6
14667 2 16393,3
19.35
182169
20 34
20133.0 22156.7 24272,9
21,34 22.33
i .13
3 31 3.50 3.70 3.90 4.11
106.0
174 2 190.5
yy
Cm
4,32 4.53 4,75
1102.1
27.9
f
94,0
477
1
67.2
Gyration
101,1
4.55
142,0
80 8
i
of
4
93 3 09 0
M3. 5
Sect bn
cm 4
909.5 1002.8
6
12,09
1431/9
1
062
86.9
Inertia
Find us
108.4 1 16.0 123.9 3 9 148.6 166.0 1
1
T
84.
202.6 221.6 260.8 301.3 342,9 385.4 420,5 472.8 516.6 561.3
606 9 651 ,9 697.6 743.5 789.7 836.1 022.7
4.90 5.20
5,66 6.12 0.59 7-06 7.54 8.50 9.47 10.44 11.42 12.40 13.39 14.37
15.36 16,35 17.34 10.34 19.33
20.32 21.32 22.31 (Continued)
67
two channels of same laced or uatolned (columns) Y
TABLE
16 (Comd)
TWO CHANNELS OF SAME
SIZE
LACED OR BATTENED (COLUMNS)
13MC 200
Designation
Modulus Radius
[SMC 250
51 5
60 S 596 4
Weight, kg
44.2
N
433 6
508
56 42
6502
77 3-
3636 6
5389 2
7633 6
363 S
479 0
610 6
03
9 94
Area.
Moment
t$MC 225
of Inertia
of Section of Gyration
/,
r
cm
cm cm
r kt ,
3
cm
0
03
9
1
Spacing
Mom ant
Modulus
Radius
Moment
Modulus
Rad^s
Moment
Modulus
fV?r*een
of
of
of
Crf
erf
cf
of
oi
Webs S
[noma
Section
Gyration
Inertia
Secton
Gyration
hy
Zyy
mm
cm
4
iV
3
cm'
cm
0.0
546 5
72.9
311
5.0
611.2
78.9
3.29
683 0
B5 4
3 48
761.9 947,8 940 7
92.3 99.7 107.5 115.6
367
124,1
132.8 141,9
10.0 15.0 20 0
25,0 30.0 35.0 40.0 45,0 50.0 60.0 70.0
1040 7 1147.8 1261.9 1353.0 1511,3
1768 6 2094.6
80.0 90 0 100,0 120.0 140.0 60 0
2428,6 2790.9 3161,3 4046 0
BOO
7320.3
200.0 220.0 240,0 260.0 290.0 300.0 320,0 340,0 360 0 380.0 400.0 450.0 500 0
8637,1 10066.0 11609.3
5025.1 6116.3
1
1
(
151.1 170 4
3 BS
723.6 803.7 892.0 988.6 1093.4
4,06
12064
4.29 4 51
1327.7 1457.3
4.73
1595.1
4.95 5.18
1741.2 1095.5 2220.9 2595.3
5.63
190.4
6.09
211.2 232.6 254.5 299.8 346,6 394.6 443.7 493.5 544.2
6.56 7.03
7 51 B 47
9 44 10.41
11.39
1237 13.36
14.34
595,3 647.1
1533
699.2
16.32
751.7 804.6 B57.7
17.31 18 31
911
2029
13264.7 1 5032.9 691 3 9 18907.8 21014.5 23234,1 25566 5 26011.7
1018 6
21,29 22.28
_
__
—
1
_
1
964,8
cm
19.30
V
w 4
2934.7 3427.2 3892 6 4922.5
6084 5 7378,5 8304.5 10362.6 12052.7 13874,8 15829 0 17915,3 20133.5
22483 8 24966,2 27560 6 30327.0 33205,5 40979 3
49578 4
cm
3
cm
cm
of
Oyra&on
Inert ft
w
Radius
4
cm 3
cm
905
331
847 3
105 9
3 31
97,4
3.49 3 66 3,87 4.07 4,27 4.48
941 .1 1044.5 1 157,7
114.1
3 49 3 65
104 9 113 0 121,5
130 4 139 8
1495 159.5 169.9 160.5 202,6
4,70 4.92 5.14 5.36
581
225 7 249 6
6.27
274.2
7.20 7.6S
299 4 351 6 405.6 461 .2 517.9 575 7 634 4 693.7
753 8 814.3 875.4 836,8 998.6 1060.8 1123,2 1185,9 1343 6 1502.4
6.74
8
63
9,60 10.57 11,55 12.53 13.51 14.50 1 5.48 16.4? 17.46
10 45 19 45
2044 21 43 22.43 24.91 27,40
1
280
4
1412.9 1 555.0
1706 8 1663,2 2039.3 2220 1 2610 7 3039.9 3507 8 4014,4 4559.6 5766 2 7127.3
6043
2
10313.7 12139 0 14110 9 16253 5 18542,7 20986.7 23585.3 26333.6 29246.6 32309.2 35526.6 38393,6 48005 4
58078 9
122 9 132 3 142 3 152.7 163.7 175.1 1S6 8
199 0 211 4 237,3 264 3 292,3 321.2 350.7
3.67 4.07 4.27 4.43 4.70 4 91 5.14 5,36 5 91
6.2?
6 73 7.20 7.6S
63
411.9 475.2 540.2 606.7 674,4
1057
743,1
13.51
812,7 833,0
14 50
953 9 1025.4 1097,4 1169 9 1242.7 1315.8 1339 2
1573 9 1760.0
5
9.60
11.55 12.53
15,48 16.47 17.46 16.45 19.45
20,44 21.43 22.43 24.91 27.4C (Caniiauee))
TABLE
16
(Omul)
TWO CHANNELS OF SAME
SIZE
LACED OR BATTENED (COLUMNS)
D**lgn«tJon
Weigh
A ran. Moment Modulus Radius 0 pAc irM } Between .
W»bs
00
50 10 0
m*
91
Mam ant
\
a cm
r.
11 81
*
Modulus
Rid jus
13.66
15.48
Moment
Modulus
Radius
Momenl
Modulus
of
of
ol
of
of
ol
Inertia
of
of
Section
Gyration
Ineiiu
Section
zyy
U
Gyration
n.
,
cm 1130.0 1243 4 1368 2
2163.5 2356.0 2561.5 2777.6 3244.0 3756.1 4313 8 4917.2
V
cm J
cm
125 6
3 52
1500.1
134.4 144 0 154.3
3 69 3 87
1637,9 1788.8 1953.3
165 2
4.06 4.25 4.45 4,66
cm
5.52
2131.2 2322.5 2527.2 2745.3 2976.9 3221 8 3460.2
270 3
5 96
4037 2
300.5 331.0 364,2
641
4647.6
5565 2
6.07 7.34
5312.1 6030.1
397
6
7.81
7001.1
8.76 9 72
6801.7 8506 0 10424.9 12558.4 14906.6 17469.4
176.7 168 7 201.3 214.3
227.7 241.5
25052.7
300.0
466.7 538,7 612.9 689 0 766 7 845.7 925.9 1007.1 10B 9 2
23130 6
320 0
1172.1
31391.1
3400
12556
34834 2 38459 42260
1339.8 1424,4 1509.6 1595.1
600 0
25.86
1508.2
of Gyration
35 0 40 0
360.0 380 0 400 0 450 0 500 0 550 0
1
30165.6
1991.6
200 0 220 0 240 0 260 0 280 0
107 32
1143 6
30.0
160.0 180.0
26
846 4
25 0
1000
969 2
cm 4
1652.1 1011.2
120 0 140 0
98.0
826 0
Section l A ,,
1504 5
60.0 / 0.0 00 0 90 0
7024
20016 0
20.0
500
642
fl
12725 2
15 0
45.0
rSMC 400
71 6
MMm
S
mm
c
ISHC 350
kg
cm 4
of fnorTja
of
!,
rSMC 300
8618 6 10418 12401.2 14566.4 16914 1 19444.4
22157 3
1
46258,8
57034 4 68951 82008 6
2246
96207.2
2460.9
18106 2028.0 8
4 07
5.00
5.30
10 66 11.66
12.63 13 61 14.60 15,59 16.57 17,56 18.54 19.54 20.53 21 .52 22,51
25.00 27.49
29 97 32 47
20246 23238.9 26445.6 29867.0 33503.0 37353.6 41418.9 45690,8 50193.4 54902.6 67614.6 81668.2 97063.2 113799.0
Z
»j
w
r
Inertia I,
cm J 150 0
cm
cm ’
3.74
1746.7
159.6
3.91
170.4 181.7
4.08 4.27 4,46 4.65 4.85 5.06
1906 8 2082.7 2274.4 2481.7 2704.8 2943.6
193 7 206.4 219.8 233.6 243.1 263.0
278
4
310.6 344.3 379.4 41 5.9
453.4 531.6 613.2 697.7 704.6 073.5 964.1 1056.3 1149 3 1244.5 1340.1 1435.7 1534.0 1632.1 1730.8 1830.1 2060.4
2333.4 2568.4 2 B 45.0
5.27 5.48 5.69
3198.2 3468.5 3754.5 4056.2
6.13 6.50
4706.9 5420.5
7.04 7.50
6197.1
7.96 8.90 9.86 10.02 11.79 12.76 13.74 14.72
15.70 16.68 17.67 18.66 19.65 20.64 21,63 22.62 25,10 27.59 30.07 32.56
S action
7036.6 7939.0 9932.6 12178.0 14675.0 17423.0 20424.3 23676.5 27180.5 30936.1 34943.5 39202.6 43713.4 47476.5 53490.2
58756.2 64273.9
79169 95638.2 1 13680.3 133295.6
Radius of
Gyration r
>y
crrr
Cm
174.7 18 5 .0
3.73 3 89 4.07 4.25 4,44 4.64 4.04 5.04 5.25 5.46 5.68
190.4
211.6 225.6 240.4 256.0 272.2
269.0 306.5 324.5 362.1 401.5 442.6 485.3 529.3 620 8 716.4
315.3 917.0 1021.2 1127.5 1235.5 1345.0 1456.0 1568.1
1681.3 1795.4 1910.4 2026.1 2142.5 2436.0 2732.5 3031.5 3332.4
6.12 6.56 7.02 7,48 7.94 8.00 9.84 10.00 11.77 12.74 13.72 14.70 15.68 16,66 17.65 18.64 19.63 20.62 21.61 22.60 25.08 27.57 30.05 32 S4 .
DOUBLE CHANNELS WITH FLANGES BUTTING AND WELDED TOE TO TOE (COLUMNS)
65
b
TABLE
f*~
17
DOUBLE CHANNELS WITH FLANGES BUTTING AND WELDED TOE TO TOE (COLUMNS) Nominal
Composed
Size
Channels, Each of
Seme
of
Two
Weight per Metre
m
Moment
Sectional
Area
x
1
1
Designation
[
1
I
mm mm
kg/m
Him
kg
N
1
w
w *
A
/V
s
b
Radi
of
of
Gyration
Section
size
A,
h
Mcdufi
of
Inertia
cm 2
cm
4
cm
4
A
V
cm
cm 3
cm
cm
49.6
36.3
4,09
3,41
100 * 90
ISJC 100
5.B
56.9
11,6
113,8
14,82
247,6
172.2
125 * 100
ISJC 125
7.9
77.5
15.8
155.0
20.14
540.0
270.8
66,4
55 8
5.18
3,72
150
k
110
ISJC 150
9.9
97.1
19.8
194.2
25,30
942.2
448-9
125,6
01.6
6.10
4,21
175
x
120
ISJC 175
11.2
109,9
22.4
219.7
28.48
1439 B
615,4
164,6
102,6
7.11
4.65
200
x
140
ISJC 200
13:9
136.4
27.8
272,7
35,54
2322.4
1067.6
232:2
152,5
8.00
5.48
75 x
B0
ISLC 75
5.7
55*9
11,4
111,8
14.52
132,2
125,0
35,2
31.2
3.02
293
100
ISLC 100
7.9
77.5
15.8
155.0
20.04
329,4
278.5
65,8
55.7
4,06
3.73
125 x 130
ISLC 125
10,7
105,0
21.4
209.9
27.34
713.6
658,2
114.2
101.3
5.11
4,91
6.16
5.64
100
x
150
x
150
ISLC 150
14.4
141,3
20.
232.5
36.72
1394.4
1169.0
186.0
155.9
175
x
150
ISLC 175
17,6
172,7
35.2
345,3
44,80
2296.8
1418,3
262.6
1
89.1
7,16
5,63
200
x
150
ISLC 200
20,6
202,1
41
.2
404.2
52.44
3451,0
16S4.6
245.2
224.6
8,11
5.67
225
x
150
ISLC 225
24,0
235.4
46.0
470.9
61.06
5095.8
3030.6
453.0
336,7
9,14
7.05
2SO
x
200
ISLC 250
23.0
274.9
56.0
549.8
71,30
7375.0
4396.4
590.0
439.6 10,17
7,85
300
x
200
ISLC 300
33,1
324,7
66,2
649,4
84,22
12095.0
5366 4
806.4
536.6 11,98
7. 90
350
x
200
fSIC 350
33,9
380.6
77.6
761,3
98.94
18625.2
6489,0
1064.2
648.9 13.72
8,10
400 x 200
ISLC 400
45.7
448.3
91.4
896.6
116.50
27979 .0
7720.9
1399.0
772.1
15,50
8.14
ISMC 75
6.8
66.7
13.6
133.4
17.34
152.0
150,7
40.6
37.7
2.96
2,95
333,6
74.6
66.7
4,00
3,78
793,1
133.2
122,0
5,07
4.95
75 x
00
100 x 100
ISMC 100
9.2
90.3
18.4
180.5
23,40
373.4
125 x 130
ISMC 125
12,7
124.6
25.4
249,2
32.38
833.8
150 x 150
ISMC 150
16.4
160.9
32.8
321.8
41,76
1558,8
1368.
207.8
182,5
6.11
5.73
1611.7
279.6
£14,9
7,08
5,75
1603.6
363.0
251-2
8.03
5,70
9,03
6.18
175
x
150
ISMC 175
19.1
187.4
38.2
374.7
48.76
2446.6
200
x
150
ISMC 200
22.1
216.8
44.2
433.6
56.42
3638.6
225
x
160
ISMC 225
25.9
254.1
51,8
5082
66,02
5389.2
2519,4
479.0
314,9
250
x
160
ISMC 250
30,4
290.2
60.8
596.4
77.34
7633.6
2951.0
610.6
368,9
9.94
6,16
3 BO x 100
ISMC 300
35.8
351.2
71.6
702.4
91.28
12725.2
4646,1
048.4
516,2 11.81
7.13
1143.0
699.5 13.66
8.07
1508.2
824.1
15,40
3.09
200
ISMC 350
42,1
413.0
84,2
826.0
1
07.32
20016.0
6994.9
400 x 200
ISMC 400
49.4
484.6
98.0
969.2
125.86
30165.6
B241.1
350
x
Mkhl
TABLE
TABI.rs
18
EDGE DISTANCE OF HOLES Distance to Rolled,
Sheared Of Hand Flame Cut Edge
Dnbmce
Qiamfster gf Mot*
to
Madhrne Flame Cut, Sawn cr Planed Edge
mm
mm
mm
19
17
15 5
25
17 5
29 32
22 25 29 29 32 33 44
1
5
i
and b elow
13 5 21 5 23 5 25 5 29 0 32 0
32 38 44 51
57 57
35.0
51 51
TAJJIjE 19
PERMISSIBLE STRESS aac (N/mm 2) IN AXIAL COMPRESSION FOR STEELS WITH VARIOUS YIELD STRESS -
M
230
240
250
260
200
300
320
340
360
300
400
192 189 183 174
204
215 212 204 192
227 224 215 103 163 142 124 100
239 235 225 210 190 163 147
10
132
130
144
150
1
56
160
mo
20
131
137 134
142 140
146
154
177
45
1ST
129 123 115 T06
134
139 132
145 136 12G 115 103
166 162 154 145 133 120 107 95
30
120 124
40 50 60 70
JIB 11
93 05 76 68
90 100 110 120 130
61
55 49
40
150 160
44
1/0 |
tflO
190 200 240 220 230 240 250
1
102
m
1
220
!
40 36 33
96 87 7fl
69 02 55
50 45 40 36
127 tin
1
1
22
109 98
112
88 79
90
80
71
72
101
92 02
64 57
73 64 57
51
51
63 56 50 45
45
41
41
4
37
37 33
36 33 30
46 T
64 74 66 58
52 46 42 37
172 164 153 139 125
in 98 06 76 67 53
103
30 34 31
28
53 47
42
23
23
23
21
21
21
2
21
21
20
20
20
20
20
20
10
18
18
18
10
10
101
69
26 23 22 20
10
121
79
28 25
1
110
90
34 30 20 25 23
25
152 135
77 67 GO 53 47 42 38 34
30 28 25
j
146 130 115
176 158 139
00
30 28 25 23
30 27
194 103 160
105 92 60
33 30 27 25 23
33
161
201
201
127 109
93
94
01
02
70
71
71
i62 54
G
61
54 40
54
43 30 34
43 30 35
48 43 39 35
31
31
31
31
20 26 24
23 26 24
20 26
21
20 26 24 22
20
20
20
24 22 20
18
18
19
19
4B
22
*
62 55
420
450
490
5 TO
540
251
269 263
287 280 266 243 216 187 160 136 116 99 85 73 64 56 49 44 39 35 32
305 297 280
323 3T4 295 267 233 199
246 236 210 197 173 150 129 1
1
1
251 231
207 180
155 133 114
96 03 72
97
63
63 56 49
84 73
39
55 49 43 39
39
35
35
35
31
32
32 20 26 24
49 43
44
255 225 193 164 139
160
18
119
1
too 86 74 64 56 50 44
39 35 32
20
£8
26 24 22
26
22
28 26 24 22
20 19
20
20
20
£2 20
19
19
19
19
24 22
28 26 £4
141 101
87
75 65 57 50 44 39 35 32 20
26 24 22 20 19
AREAS OF CROUPS OF ROUND BARS
71
TABLE 20
AREAS OF GROUPS OF ROUND BARS 2 (AREA In cm )
Number
mm
2
3
4
of bars
10
a
9
1.37
1.57
1*77
1.96
1.98
2,26
2.54
2*33
2.31
2.69
3,08
3.46
3*85
2,51
3.01
3.52
4.02
4.52
5.03
3.96
4.71
5.50
6*28
7*07
7.B5
679
7,92
9,05
10.TB
T 1
9,24
10.78
12.32
13.65
15.39
12.06
14.07
16.08
13.10
20.11
15,26
17.81
20.36
22.90
25.45
5
7
6
5
0.20
0.39
0.59
0.79
0.98
1.16
6
0.28
0.56
0.85
1.13
1,4!
1.70
7
0.38
0.77
1.15
1.54
1,92
6
0,50
1
CO
1,51
9.01
10
0.79
1.57
2,36
3.14
12
1.13
2.26
3.39
4.52
5,65
14
1.54
3,00
4.62
6.16
7,70
IS
2.01
4.02
6.03
8 04
10.05
IB
2.54
5.09
7.63
10,18
12.72
20
3.14
6,28
9.42
T
22
3.80
7.60
11.40
24
4.52
9.05
1
26
5.31
10.62
1
28
6.16
12.31
18.47
30
7.07
14.14
21.21
28.27
35.34
42.41
49.48
32
8.04
16.08
24.13
32.17
40,21
48,26
56.30
64,34
72,38
60*42
34
9,03
18.16
27,24
36.32
45,40
54.48
63,56
72.63
Si .71
90.74
91.61
101.79
.31
2.57
15,71
18.84
21.99
25,14
28.25
31.42
15.21
19,01
22,61
26,61
30.41
34.21
38.01
3.57
16.10
22.62
27.14
31.67
36,19
40,72
45.24
593
21,24
26.55
31*86
37,
42.47
47.78
53.09
49.26
55.42
61.58
56.55
63*62
70.69
24,63
30.79
1
43,10
36.94
36
1GJ8
20,36
30.54
40.72
50,90
61,07
71.25
01.43
36
1 1
.34
22.68
34.02
45,36
56.70
68*04
79.33
90.73
1
02.07
113.41
75.40
87 ,96
1
00.53
113.10
125.66
40
1
2*57
25.13
37.70
50,26
62 S3
45
15*90
31.81
47.71
63,62
79,52
95,43
111,33
1
27.23
143.14
159,04
50
1
9.64
39.27
58.91
78.54
98,15
117.81
137.45
157.08
176.72
196.35
TABLE 21 PERIMETER OF ROUND BARS Perimeter
Dia, of bars
(mm)
in
cm s
Dia, of bars
(mm)
Perimeter in cms,
5
1.57
24
7.54
6
1.89
8.17
7
2,20
26 28
8
2,51
10 12 14
3,14
16
8.60 9,42
30 32 34
10,05
36
11.31
5,03
38
11.94
18
5.65
40
20 22
6.28
45 50
12,57 14.14
3,77 4.40
6.91
10*68
15*71
|
J
ROUND UAHS
u
TABLE
22
ROUND BARS
nation
Oamti&r
Perimeter
•Weight per Metro
Cfcm^SflttKjnfll
Aron
/\ ISRO ISRO ISRO rspo
ISRO ISRO ISRO ISRO
mm
cm
5
5 0
6
60 SO 10.0
0 10
cm
kg
N
0 20
02
0.20
0.2
2.0 2.0
0 50
04
3.9
2.5
079
0.6
5.9
3.1
3 8 5 0 6.3
1
I
1,6
1.9
2
12
J3
0.9
8.8
16
16
2.01
16
15.7
20
20 25
3.14
2 5
25
4.91
3.0
24,5 37 3
20 32 36 40
am
4.8
47.1
8.8
0.04
6.3
61.8
10.1
mm
20 32 36 40
0
ISRO ISRO ISRO I5RQ
45 50 56 63
50 56
63
ISRO ISRO ISRO ISRO
71
71
60
90
60 90
mo
100
ISRO ISRO ISRO ISRO
HO
no
95.03
125 140 160
125 140 160
12272
ISRO ISRO
100
100
200
200
ISRO ISRO ISRO
f
15
1
7.0
0.0
78.
11.3
12.57
9 9
97,
12.6
15.90 19 64
12.5
122.6
14
15.4
151.1
157
24 63
19.3
31.17
24.5
109.3 240.3
17.6 19.0
39.59 50 26 63.26 70.54
31.1
305,1
22.3
39.5 49,9
387,5 489.5 605.3
25,1
1
1
617
1
28.3 31.4
153 94 201 06
74 6 96.3 120 8 157.8
1540 0
34.6 39.3 44.0 50,3
254.47 314.16
199 8 246.6
1960.0 2419.2
62
73T.8
9447 1185.0
56.6 0
TABLE
23
SQUARE BARS
Designation
Side Width
Weight
Cross ’Sectional Area
Perimeter
per
Metre
/\
mm ISSQ ISSQ ISSQ ISSQ
ISSQ ISSQ ISSQ ISSQ
5 6
cm
^9 0 2 0 3
K
cm
2.0 2.9 4 9 7 8
2.0 2.4 3.2 4.0 4.8
0
8.0
10
10.0
0.25 0 36 0.S4 1.00
12 16
1.2
1.44
16
20 25
2.56 4.00
£0
20
3.1
to.e 19.6 30,4
6.25
4.9
48
10.24 16.00
80
25
5.0 6.0
32
ISSQ ISSQ ISSQ ISSQ
32 40
50 63
40 50 63
ISSQ ISSQ
00 100
SO 100
25.00 39.69
64.00 100 00
05 0 6 1 -1
64 8.0 10.0
1
78 5 123.6 192.3
12,S 16.0
12-6 19.6 31 2
306.1
25.2
50.2
492 5
78 5
770.1
32.0 40.0
the basis ‘The weights per metre of bars given in the table are calculated on place in kg. dicimal one off to rounded are and g cm a 0.077 n/cm
200
that seel wig. its
7.85
sntEL tables
TABLE 24 MILD STEEL FLATS Thidtnas s
3 0
60
50
4 0
TOO
e.o
12
t
mm Weight per mofre lenglh (W)
V/idtft
b r
nm
^ 02
TO
1
M
*g
2 0
0 3
N
Vg
N
2.9
0.5
4 9 5.9
07
1.3
12.8
1
.6
15.7
11.8
1.6
15.7
2.0
19.6
2.4
1.8
1.4
13,7
1.9
18.6
2.4
23.5
2.0
27.5
.4
13.7
1.6
15.7
2.2
21.6
2.8
27.5
3.3
32.4
1.6
15 7
1.9
1
8,6
2.5
24 5
3,1
30,4
3.0
37.3
a
17.7
2
20.6
2.8
27.5
3.5
34.3
4,2
41,2
4 9
0.6
59
Ofl
7.8
25
06
59
Ofl
7 0
1
0
9.0
8.8
12
6 9
09
7 8
1
40
09
45
1
50
55 60 65 70 75
00 DO 100 110 120
130
1
1.2 1.3
fl
1
1.8
1
1
120
.4
13 7
—
— — — — — — —
—
12
T
fl
6
15.7
2.0
19 6
2.4
23.5
3.1
30.4
3.9
38.3
4.7
46.1
1,7
16.7
2.2
21.6
2 6
25.5
3.4
33.4
4.3
42,2
5.2
51.0
10,6
2.4
23.5
— — — — —
2.0
27.5
3 8
37.3
4.7
467
—
5,6
54.9
3.1
30.4
4.1
40.2
5J
50,0
6.1
59.
3.3 32.4
4.4
43.2
5+5
54,0
6.6
64 7
3.5 34.3
4.7
46.1
5.9
57,9
7.1
69,7
3.0
37,3
5.0
49.1
6.3
61.0
7,5
73.6
4 2 41.2
5.6
54,9
7.1
697
0,5
03.4
4.7
46.1
6,3
61
.0
7.0
76,5
9.4
92.2
5.2 51.0
6.9
67.7
0.6
84 4
1
0*4
102,0
5.6 54.9
7.5
73.
9.4
92,2
11,3
110.9
0,2
SO.
10,2
00.1
12.2
119.7
8.8
86.3
11.0 107 9
13.2
129.5
9.4
92,2
11.8 115,8
14.1
138.3
— — — — — — —
—
— —
—
200
—
—
— —
— —
.
,
_
*
_
_
_
__ _
.
1
_
—
“
,
250
i
.
*—
—
137
-
— —
— —
300
TO.
1
—
8.8
4
1.9
—
— —
400
1.3
108
— —
t
140 150
9
1
23,5
0.8
1.2
0.5
06
fl
—
0.9
39 4 9
0.7
—
— —
4
0
N
09
0
05
30
kg
6.9
T5
20
35
N
N
— —
—
1
,
— —
.
—
_
—
*
— —
-
—
—
*
15.7 154.0
10.8
1
19.6 192.3
23.6
231.5
—
28.3
—
277.6
—
—
— —
84.4
(Continu*dj
roumtej
UCS off to
one d eama? plac^mk^'
**
Calcula,ed on ,he basis that steel weighs 7
85 g/cm 2 and are
75
Mll.D STEEL FLATS
TABLE 24 (Contd.) MILD STEEL FLATS 16
IB
20
Thickness
40
32
25
f
mm Wktth
Weight per metre length (W)
b
mm kg
N
kg
— — — —
— — —
— — — —
3.S
37.3
—
—
N
kg
N
kg
N
—
—
—
—
—
— —
— — — — — —
— —
— —
—
— — —
—
— —
96.1
— — — — —
05 9
—
— — — — — —
— — — —
—
—
— —
N
N
kg
—
—
—
— — — —
—
— —
—
— —
5.5
—
4.4
43.2
5.0
49
5,0
49.1
5.6
54.9
6,3
61
5.6
54.9
6.4
62.8
7.1
69.7
61
6.3
6.9
67.7
7 5
73.6
69.7
7.1
.6
1
7.8
76,5
7.0
8.6
03.4
8.5
9.4
.0
76.5 84.4
92.2
— —
9.0
10-8
1
r
11.8 115,8
—
— — —
10 15
20
— — — — —
25
30 35 40 45
—
50
—
55
—
B0
15.1
14BJ
— — 20.4
200.1
65
8,2
BO.
9.2
30,3
10.2
100.1
12.8 125.6
16,3
159.9
8.0
86,3
9.9
97.1
11.0
107,9
137
134.4
17.6
1727
22,2
215.8
70
1S.8
104.4
23,6
231.5
75 SO
9.4
92.2
10.6
104,0
11.
115.8
14.7 144.2
10.0
98.1
1
1.3
110.9
12.6
123,6
15,7 154.0
20.1
197.2
257
246.2
12.7
124,6
14,1
138.3
17 7 173.6
22,6
221.7
28.3
277.6
90
11.3 12.6 13.6
1
1
09
123.6 135.4
14,1
15.5
138.3
157
154.0
19,6 192.3
152.0
17.3
169,7
21
.6
21
1
*9
25.1
246.2
31,4
308.0
100
27,6
270
0
34,5
338.4
no
37.7
369.8
120
15.4
148.1
17,9
1
66.0
18 8
104.4
23.6 231,5
30.1
295.3
16.3
159.9
18.4
180.5
20.4
200.1
25.5 250.2
32.7
320.B
40.8
400.2
130
35.2
345.3
44 0
431.6
140
17.6 1
0,8
72.7
19.8
1
94.2
22.0
215.8
27.5 269,0
1S4.4
21.2
208,0
23.6
231,5
29,4 288.4
37,7
369.8
47.1
4627
150
39.2 384.6
50,2
492.5
62.8
616.1
200
49.1
481,7
62.8
616.1
78.5
770.1
250
94.2
924,1
300
125.6 1232.1
400
1
25.1
246.2
28.3
277.6
31.4
306.0
3 1.4
30S 0
35.3
346,3
39.2
304.6
37.7
369.8
42.4
415.9
47.1
462.1
58.9 577.8
75.4
7397
616.1
78.5 970.1
100.5
985,9
50.2
492.5
Note.
rounded
off to
56.5
62.8
554.3
The weight per metre one decimal place
in
values are calculated on the basis that steel weighs 7.35 g/cm kg.
2
and are
TAfSJ.K 25
MILD STEEL FLATS fl
hi
r
4 •»
3
0
ao
60
50
40
r
ttifa
Cfo«-Slontianal
in crn
& *r*rn
JO
20
0 TO
Q 40
0.^0
0.60
0 45
0 60
0 75
m
0 90
0 ao
1
00
1.20
00
1
25
t
.50
2.0 0
2.50
1.20
T
50
1
80
2.40
3,00
3.60 4.20
o
25
0 /5
KJ
0 90
1
J5
05
I
40
>20
i
1
45
35
>
30
t
40
2.80
3 50
2 40
3.20
4.00
ao
4.30
2.25
2.70
3. GO
4 50
5.40
50
2 GO
2.50
3.00
4.00
65
5.00
t
2.20
6.00
2 75
3 30
4
40
5.50
6.60
3,00
3.60
4 00
6,00
7.20
3.90
5.20
6.50
7.80
8.40
1
(1G
2.40
—
60 3G 100
4.20
560
7.00
4 50
6.00
7.50
9,00
4.00
6,40
0.00
9,00
5.40
7.20
900
10,80
00
BOO
1000
12.00
,00
13.20
ft
id
“
120
no 50
_
«_
— — — —
200
—
250 300 400
300
2 TO
*
T
00
1
75
40
2
75
1
70
1
60
2.00
65
i
1
m
Cf
60
1.20
_
— —
8 BO
1
1
9.60
12.00
14.40
10.40
13.00
15.60
11.20
14.00
16.00
12.00
15.00
18.00
— — —
20,00
24.00
25.00
30.00
—
36,00
{
Continued}
U
Mil
STIili!
F-I
a
r^i
TABLE
25
(
Contd.j
MILD STEEL FLATS is
18
20
25
32
40
THcfen#** f
mffi
Cro s vSecB on aJ Arta
in cm*'
Vvfcrtr
b FTWn 1
4.00 5
_
—
—
— — —
.
"
60
—
—
— — — _ —
— —
—
10 15 20 25
— _
30
6.30
7.00
6.40
7 20
8.00
7.20
0.
9.00
— —
8 00
9,00
10,00
12.50
—
9 90
11.00
13.75
-
55
0.80
12.00
15 00
19 20
60
10 40
11.70
13.00
16,25
20 SO
26,00
65
11.20
12 60
14.00
17.50
22.40
28.00
70
12.00
13.50
1500
IB. 75
24,00
30.00
75
12.80
14.40
16 00
20.00
25.60
32,00
60
14.40
1
b.20
10.00
22 50
28 SO
36.00
90
16 00
1000
20 00
25 DO
32.00
40.00
100
7.60
19 50
22.00
27.50
35 20
44.00
110
8.00
9.60
1
•
1
1
„
55 40 45
*
50
19.20
21
60
24 00
3000
38.40
48.00
120
20,00
23.40
26 00
32.50
41.60
52.00
130
22.40
25.20
20.00
3500
44.80
56.00
140
24.00
27 00
30 00
37.50
48.00
60.00
150
32.00
36 00
40 00
50.00
64 00
80.00
200
40.00
45 00
50.00
62.50
80.00
100 00
250
48.00
54 00
6000
75.00
96 00
120,00
300
64,00
72.00
60.00
100,00
120.00
160.00
400
stkei- Tables 7*
—
r
TABLE 26
of two flanges moment of inertia WIDTH ABOUT PER CENTIMETRE THE X-X AXIS
1 I
h
n ThitkrtM 5
90
'
20
22
70,8
91.6
105.3
127.6
10
14
12
It
10 0
Etch Flang*
mm Moment
ot Inertia in
cm
h
cm 31.9
36 3
40 9
45.7
55.9
66,9
7.5
45 0
51
62,3
74.4
116,2
406
101.3
35 B
07,4
140,4
8,0
91 4
108.3
126.3
145.3
165 5
197.9
35 7
159.7
165,0
211.6
239,5
2839
290.3
327.2
385,4
10 0
53 6
60,7
68.0
12 5
00 3
91.3
101,9
15 0
120 2
113.9
15 0
120 6
144 7
1
75.6 T
12.9
1
M2.0
157,8
180 7
221-1
255.0
161.0
1778
212.4
2485
266.1
325.3
366.1
430,4
250 5
293,2
336.2
381.6
428,7
502,6
321,0
373.9
420.7
485.3
543.9
635.4
783.9
1/5
152 5
171,3
190,5
210
20 0
196.7
220,7
245.1
270,0
1
225
246 5
276.3
306.5
337.3
400.3
465.3
532,4
601.6
672,9
25 0
302,0
330,2
347.9
412.2
488.3
566.7
647.4
730.3
815.6
947.9
27.5
363.1
406 3
450.1
494 4
505.1
678.1
773.5
871.6
972.1
1127,6
300
429.8
400,7
532,2
564.4
690.6
799.5
911.1
(025.3
1142.3
1322,9
32 0
4B7.2
544.7
602.0
661,6
701.3
903.9
1029.2
1 1
57.3
1283.4
1490.4
32.5
502,1
5G1.3
621.1
6017
804.9
930.9
1059.8
1191.6
1
326,3
1533.9
350
5
B0
648,2
717.0
786 6
927.9
1072.3
1219.8
1370.3
1524.0
1760,4
40 0
752,9
8407
929.3
1010,0
1200,2
1385,1
1573.5
1765.3
1960,7
2260,4
45 0
948.2
1058.2
1169.1
1201 0
1507.5
1737.9
1972.2
2210.3
2452.4
2022,9
50.0
1166 0
1300 7
1436.4
1573.2
1049 6
2130,7
2415.9
2705.3
2999.1
3447,9
1
55.0
1
406.3
1566,2
1731.2
1095.4
2227.1
2563,5
2904,6
3250.3
3600.8
4135,4
600
T
669.1
1
0CO.
2053 5
2247.6
2639.4
3036.3
3438.3
3845.3
4257.5
4B85 ,4
63,0
1837.6
2040,2
2260
2473.3
2903,6
3339.2
3780.1
4226.3
4677.9
5365,4
83 0
2945 3
32007
3617.7
3956.4
4638.6
5327.5
6032.1
6725.3
7434.3
8510.4
9327.9
104053
11491.1
13135,4
4471
.7
16130,3
17799.6
20322.9
1
100 0
4501.5
5100,7
5621 9
6145 2
7197,8
02507
125 0
7133 0
7930.2
6745
9556.2
11184,3
12822.7
1600
250 0
129607
14274.5
15591.6
tB235.4
20892.3
23562.3
26245.3
28941.5
33010.4
18162,5
20200,7
222429
24289
2
28393.0
32514.7
36651,9
40805.3
44975.1
51260,4
37861 2
44241.8
50642 7
57063,9
63505.3
69967.1
79697,9
1
650
2R328 0
31500
7
346784
|
Note. T o obtain the from the
1
1
t
200 0
9
TaW e by
that width
Moment of
Inertia of
^
M
two FKnnnc ^ n96S ° f 3 partlcu,ar Wldth multiply the value obtained .
.
-
T>
moment of inertia or two s pik cl\ fimetfe
— —
TABLE 26 (Contd.)
i
MOMENT OF INERTIA OF TWO FLANGES
„ 28
PER CENTIMETRE WIDTH ABOUT
x
X h
the x-x axis
32
40
36
45
80
71
63
56
50
cl
Range
mm Moment
of inertia in
Opth
an*
h
cm 7.5
18B 6
229.6
275.2
339 2
411.3
609.8
641
,6
816.4
1046.3
152.2
206.2
250,0
298.7
3668
443
547.2
685 8
666.6
1109 3
8 0
1€7.0
10.0
233 0 331,4 447.2 498.5
340.7
284.2
595 3
699.3
786.5
9608
610.7
1 1
710.7
878,6
1097,7
1381.3
946.6
1155 0
1423.4
1766 3
1793.5
2201 3
15.0
1217.
1020.B
870.8
732.7
630,5
535.4
583.3
665.4
555.2
474.4
399.8
48B.2
402.7
3
1335.6
23.3
1470,8
,
12.5
1600.1
1951
.5
2309 3
16.0
2686 3
17.5
500,6
691.0
809.2
935.2
1104.2
1286.5
1523.4
1626,0
2208 O
1162.7
1365.8
1583.3
1854,3
2220.5
2666 8
20.0
866.6
1010,3
3221 3
731.4
1415.2
1595.2
1911.5
2240 2
2654.4
3170.0
3806.3
22.5
234.0
25.0
899.
1062.2
1
085.6
1277.8
14B0.1
1692.7
1209.0
1513.4
1748.8
1
995.2
973,2
1
2319,2
2270.
2651.1
3127.7
3717,6
4441 3
2661.5
3097.0
3640.
4309 6
5126.3
27.5 30.0
1769.0
2322.7
2693.2
3083.3
3577.9
4192.4
4945,9
1509.8
2039.9
5061.3
2602.7
3012.8
3443.3
3987.8
6485 3
32.5
2289.0
5484.4
1987.9
4662.4
1699.1
6646.3
35.0
2044,6
2675.2
3095.4
3536.5
4093.8
4783.8
1746,2
2353.6
652S.6
3052.7
3525.8
4020.8
4644,7
7
7481 3
37.5
2689.7
6351
2340.2
5414 6
2004,0
6794,3
7935 0
9301.3
40.0
9695. B
11321.3
45.0
634
13541.3
50.0
55.0
2568.2
2991
3429.5
3882.7
4470.8
5083.3
5651.5
.4
3202.4
3722.6
4259.3
4812.7
5528.2
6270.8
7193,3
8331.5
0026.2
3906,6
4533.8
5179.1
5842,7
6698.2
7583.3
8685.1
7980.6
9020 8
10311.9
3749.9
15961.3
6188.9
6972.7
1
5425.0
11878.4
4680.8
728B.7
8202.7
93758
10583/3
12078.7
16043.2
18581.3
6396.2
13868,1
5525.0
13206.0
15169.5
17504 4
20249.3
20545,9
23501,9
26991*4
31061.3
46741,3
6065.2
7017,4
9601.8
11081.0
14798.6 22869.6
17045.8
26301.8
.8
8988.7
10266.8
11580.8
12587.9
14122.7
16080.8
18083.3
7991
19327.1
29776.1
21642.7 33292.7
1
1 1
1
'
24585 8
275833
31253.1
35635.7
40779.6
37748.2
42270.8
47707,1
54346.7
62006.1
76814,7
87157,1
99184.2
68063.3
37109.0
42620.2
48184.7
53802.7
60900.8
57582.6
66069.8
74632.1
83242,7
94110.0
105083.3 118389.1 134104.7 152320.6
129042.7 145748.2
182957.1 206964.2 234716.1
69474.6
102581.3
115771.1
Note. To obtain the Moment of from the Table by that width.
Inertia of
162583.3
60.0 1
63.0 80.0
100.0
1
70841
,3
125.0
2981
.3
160.0
173141
.3
1 1
266341.3
200.0 1
250.0
two Flanges of a particular width, multiply the value obtained
u STJ - h: i HI
ta bus
TABLE 27 .1
-
moment of inertia of one WEB PLATE ABOUT ITS X-X AXIS
I
X
X
LL 60
rtadcnrt*
10 0
9.0
80
TO
11
12
i
mm Moment
Depth
ol Inertial in
cm
h
cm 8 Q
25 6 50 0 97 7 204 8 400 0
100 125 0 20 0 25 0 32 0 10 0 50 0 63 0 HO 0 100 0
781
h
l
?
L njb m m
2
T39
I
533.3 1041.7 2184,5 4266.7 8333.3 16669.8
7291 7
4586 29866.7 5B333 3 1
1
238933 3
34T33.3 66666.7 130208 3 273066.7
466666.7 911450 3
5333333 10416667
1
13932.3
307.2
46.9 91,7 179.0 375.5
600
0
666 7
7333
1302.1
2457.6 4800.0 9375.0 18753.5
2730.7 5333,3 10416.7 20037.2 42666,7 03333.3 162760,4 341333.3 66G65G.7 1302083.3
1432.3 3003.7 5866.7 11458.3 22921,1
75 0 146 5
1302 273.
19115 3733 3
25600 0 50000 0 97656 2 204000 0 400000 0 781250 0
1250
r
f
42.7 03.3 162 8 341,3
38.4
1
66 7
238 9 466 7 911 5
1638 4 3200 0 6250 0 12502 4
160 0 200 0 250 0
34
20 0 58.3
1171.
384000 750000 146464,4 307200.0 600000,0 1171075,0
469333 91666.7 179036.5
3754667 733333.3 1432291 ,7
51.2 100.0 195.3 <109,6
800.0 1562,5 3276,8 6400,0 12500.0 25004,7 51200.0 100000,0 195312,5
409600.0 800000.0 1562500.0
1
14
16
16
20
22
1
25
mrn Depth
Moment
h
cm
o( Inertia in
J
cm BO
59.7
68.3
JOO
76 0
85.3
116.7
93.9
106.7
150.0
166.7
183.3
208.3
294.6
325.5
358.1
614 4
406.9
682.7
750.9
853.3
1333.3
466.7
2604.2
1666.7 3255.2
12.5
2279
133 3 260.4
16 0
177 9
546.1
20 0
933 3
250 320
1822.9
2083 3
1200 0 2343.8
3822.9
4369.1
4915.2
5461.3
8533.3
2864.6 6007.5
9600.0
0666.7 20833.3
11733,3 22916.7
200000.0
325520.8 662666.7 1333333.3
2234375 0
45842.0 93866.7 183333.3 358072.9 750933.3 1466666.7
2604166.7
2864583.3
•10
0
7466.7 14583.3
16666.7
18750.0
29172,2
33339 6
597333
37507.0
41674.5
76800.0
16666.7
68266.7 133333.3
227664 4 477866.7 933333 3 B22916.7
85333.3 166666.7
260416.7 546133.3 1066666.7 2083333.3
50 0 63 0 00.0
100 0
1
1250 160 0
2000 250 0
1
1066.7
1 50000 0 292968.8
6144000 1
1
1
6026.7 13333.3 26041.7 52093.1 106666.7 208333 3
406901. 853333.3 1666666.7 3255208.3
AKW
REDUCTION FOR
FOR RIVET HOLES
51
TABLE 28 REDUCTION FOR AREA FOR RIVET HOLES Qiameter
of
12
14
16
18
20
22
24
13.5
15.5
17 5
19.5
21.5
23.5
25 5
1.08 1.29 1.72 2.15 2.50
1
18
1.2B 1.53
Revet
mm Rivet Hole
Diameter
mm Thickness of
Area
c# Rivet
Hofes
in
cm ?
Metal
mm 5.0
0.63
073
6.0 0.0
0.B1
10.0 1 2.0 1 4.0 16.0
1.35
0.93 1.24 1.55 1.06
1.08
1.62 1.39
20 0 22.0 25.0 28.0 32.0 36.0 40,0 45.0 50.0 56.0 63.0
Diameter
3.41
385 4 38
7.56 8.50 27
29.0
4
32
4.86 5.40 6.08 6
of
40
3.63 4.34 4.96 5.53 6,20 6.93 7.75 8.G3 9.76
2.97 3.38 3.78
75
2,48
2J9
1,17 1.56 1.95 2.34 2.73 3.12 3.51 3 90
1.75
3.10
2.16 2.43 2 70
13 0
1
2,10 2.45 2,00 3.15 3.50
2J7
098
o.aa 1,05
3.44 3,07
376
4 30
4,70
2 04 2.58 3 06 3.57 4.03 4.59 5,10
4,73
5.17
5.61
5 88 7.52 8.46 9.40 10.58 11.75 13,16 14 80
6 33 7.14 6.16 9 18 10.20 11,48
3.01
4.29 4,83
1,41 1
.S3
2.35 2.S2 3.29 4.23
4.90 5,60 6.30 7,00 7.88 8,75 9.80 11.02
0.78 9.75 10 92 12.2B
5 33 6.02 6,09 7.74 S 60 9.63 10.75 12,04 13 54
30
33
36
39
42
43
32.0
35 0
38,0
41.0
44.0
500
2.05 2,46 3,28 4,10 4,92 5.74 6.56 7,38 8,20 9,02 10,25 11.48 13.12 14.76 16.40 18.45
2.20 2.64 3,52 4.40 5.28 6,16 7.04 7,92 9.63 11.00 12.32 14.08 1 5.S4 17.60 19.80
2.50 3.00 4 00 5.00 6 00 7,00 0.00 9.00 10,00 11.00 12.50 14.00 16,00 1 8.00 20.00 22,50
20.50 22,96 25.03
22.00 24,64 27,72
5 46 6 24
702 7
00
6. 56
1275 14.23 16.06
Rivet
mm Rivet Hole
Diameter
mm Thickness
Area
1
of
of Rivet
Hates
in
cm"
Metal
mm 5.0
1.45
6.0
1
SO 10 0 12.0 14,0 16.0 1
8,0
20.0 22,0 25.0 28.0 32.0 36.0 40.0 45.0 50.0 56,0 63,0
76
2.32 2.90 3.43 4.06 4.64 5.22 5.80 6.30 7.25 P.
1
2
9.23 10.44 11.60 13.05 14.30 16.24 18.27
1.60 1,92 2.56 3.20 3.84 4.48
5.12 5.76 6.40 7.04 8.00 8.96 10.24 11,52 12.00 14.40 16.00 17.92 20.16
1,75 2,10 2,30 3,50 4.2Q 4,90 5,60 6.30 7,00 7.70 8.75 9.80 11.20 12.60 14,00 15.75 17.50 19,60 22.05
1.90 2.28 3.04 3.80 4.56 5.32 6.08 6.84 7.60 0,36 9,50 10 64
1246 13.68 15.20 17,10 19.00 21.26 23,94
*
8
B0
-
25,00 28.00 31.50
TABLE 29 STRIP
l
60
1
Weight per metre
Wi
2.50
2 24
200
80
(V/)
t
mr
r" k9
N
k9
N
1.4
137
1.6
157
1.8
177
e
17 7
20
19,6
2.2
21.6
N
N
f
Qt
12
f
2i
157
16C
196
2.3
22.6
25
24.5
2 6
27.5
200
24 5
28
27 5
3,1
30 4
3.5
34.3
250
30 4
3.5
34.3
3.9
36 3
4.4
43.2
320
39.2
4.5
44
5 0
49.0
5.6
54.9
400
49.0
5.6
54,9
6,3
616
7.0
687
500
616
7J
69.7
7 6
76,5
8.3
86.3
650
004
9.2
90 3
10.2
11.4
111.8
11,3
MO 9
12.6 123,6
14.1
136.3
(3.4 131.5
14,9 146.2
16.7 163.6
16.5 161.9
18.5 151 .5
600
30
1
1150
— — —
1250
—*
950 1050
fi
— —
1300 1450
t
— — —
—
—
— — —
—
—
1
—
— “ —
1
00
— — —
1
20.2 198.2
— —
— —
1550
,mb
'
na,,0ris
deno,ed
are not manufactured.
2.60
3 15
TABLE 29 (Contd.) STRIP 3.55
4.00
4 50
80
6 0
5,0
Thickness
10.0
f
mm Width
Weight per metre (W)
b
mm kg
N
kg
N
kg
N
28
27.5
3.1
30 4
3.5
3.5
34.3
3.9
3B.3
4.5
44.1
5.0
5.6
54,9
7 0
N
kg
N
kg
N
kg
N
34.3
3.9 36.3
4.7
46.1
6.3
61.6
7.8
76 5
4.4
43.2
4.9 46.1
5.9
57.9
7.6
76.5
9,8
95.1
49.1
5.6
54.9
6.3 61.8
7,5
73.6
10,0
98.1
12.6
123.6
160
6.3
61,8
7.1
69.7
7.B 76.6
9.4
92.2
12.6 123.6
15.7
154.0
200
68.7
7.8
76,5
8.8
86.3
9.8 96
11,8 115,8
15 7 154.0
19.6
192,3
250
9.9
87.3
to.o
98.1
11.1
108.9
12.6
1236
11.3 110,9 14
1
kg
12
1
61236
15.1
100 ‘
125
148.1
20.1
197.2
25.1
246.2
320
246.2
31
.4
308 0
400
138.3
15.7154.0
18,8 184.4
25.1
13.9 136.4
15,7 154.0
17 7 173 6
19.6192.3
23,6 231.5
31.4 308.0
39.2
384.6
500
177.6
20.4 200.1
23.0 225,6
25.5250.2
30,6 300.2
40.6 400.2
51.0
500,3
650
19.1
22 3 218.8
25,1
246,2
28.3 277.6
31.4308.0
37.7 369,0
50.2 492.5
62,&
616.1
800
26.5 260.0
29.8 292.3
33,6 329.6
37.3365.9
44.7 438.5
59.7 565.7
74.6
731.8
950
29.3 287.4
33.0 323.7
37.1
364.0
41.2404,2
49.5 485.6
65.9 646.5
82.4
808.3
1050
32.0 313.9
36.1
354.1
40.6 398,3
45.1442.4
54.2 531-7
72.2 708.3
90.3
885.0
1150
341.4
39.2 384,6
44.2 433,6
49.1461.7
58.9 577,8
76.5 770.1
98,1
962.4
1250
40.8 400.2
45.9 450.3
51.0500.3
61.2 600.4
61.6 800.5
102.0
1000.6
1300
2 355.1
40.4 396 3
45.5 446.4
51.2 502.3
56.955B.2
66.3 670,0
91.1 093.7
113,8
1116,4
1450
48.7 447.7
54.7 536.6
60.6596.4
73.0 716,1
97.3 954.5
121,7
1193.9
1550
43.2 423.3
34.
36
sn
t-
1-
tabu*
TABLE 30
SHEET ~
~ 0/80
0.63
0 50
0 40
StAFU
^00
0^0
TTi
Tii
l~40
fioftl
Onr
Stand UtAtil
Weight
SUffil
rn
kg
A/e
m
in
m
5 3
6.6
8.3
10.0
It. 9
13.2
14 0
16,5
10.5
2,10
6 0
10.4
13.2
14.8
16.5
18.5
20.6
23.1
2
*>2
7 9
02 99
2 5
15.8
17.0
19.9
22.2
24.7
27.7
2
m
0.8
11.0
13 0
17.6
19,8
22.0
24.6
27,5
30,0
3
08
97
12.1
15,2
19.3
21.8
24.2
27.1
30.2
33.8
13.2
16,6
21.1
237
26.4
29 5
33.0
36.9
7
17 3
22 0
24.7
27.5
30,8
34.3
36.5
1
3 36
10 6
J
50
11,
3
92
12 0
15 4
19.4
24,6
34,5
30.5
43.1
20
13.2
16.5
20,6
26.4
211 291
30.0
I
33.0
36,9
41,2
46.2
I
92
6.0
7 5
9 5
12
1
13,6
15.1
16,9
ie,s
21.1
2.40
7.5
9.4
11.9
m
15.1
17.0
10,8
21.1
23.6
26,4
9.0
113
14.2
10
1
20.3
223
25.3
28.3
31,7
3 20
TO 0
12 6
15.6
20
t
223
25,1
20.1
31.4
35,2 38,7
2
3,52
,
13.0
17.4
22,1
24.9
27,6
30.9
34.5
3,40
12.1
15
19.0
24.1
27.1
30.1
33.8
37.7
42.2
DO
12 6
15 7
19.9
25.1
20.3
31.4
35.2
39.2
44,0
4
1
1
1
1
4.04
14
1
17 6
22.2
28.1
31,7
35.2
39.4
44.0
60
49,2
15
1
18 0
23.7
30,1
33.9
37.7
42.2
47,1
52.8
6 5
10 7
13.6
15.3
17,0
19.0
21,2
23,7
10 6
13.4
17 0
19 A
21.2
23.7
26.5
29.7
4
2.10
6 0
2.70
0,5
3 24
10 2
3,50
1
12
7
HI
1.3
GO
20 3
22.9
25.4
28.5
31.8
35.6
17 8
22.6
25.4
20,3
31.7
35.3
39.6
1
3 96
12.4
155
19.6
24 .9
23.0
4 32
31.1
34
13 6
38.9
17 0
43.5
21,4
27.1
30.5
33.9
38 0
42.4
47.5
22.3
20 3
31.8
35.3
39.6
44,2
49 5
24,9
31.7
35,6
39 6
44 3
49,5
55,4
.
4 50
14
5 04
T
5 40
17 0
21.2
26,7
33.9
40
30,2
42.4
47,5
7 5
53,0
9.4
59,3
11.9
15,1
17.0
10.8
21.1
23.6
26 4
14,0
10,8
21.2
23.6
26.4
29,4
33.0
17.0
22.6
25.4
20,3
31.7
35.3
39,6
2
3,00 3
00
1,3
00
12.8 13.0
4.80
198
5 8
9 4 1
17.7
1
4 40
4
15
1
5
00
15 7
r
60
17 6
j
1
1
10.0
1
1
14
n 1
5.7
19.0
25
28.3
31 4
35,2
39.2
17.3
44.0
21.8
27.6
311
34.5
38.7
48.2
48,4
23.7
30
1
33 9
371
42
2
47.1
24 7
52.0
31 4
35.3
39.2
44,0
49,1
277
55 0
35 2
39.6
44.0
49.2
55 0
61,5
29.7
37.7
42,4
47.1
52.8
58.9
65,9
T
18 0
19 6
22 0 23 6
1
fCon Unued}
TABLE 30 iComd.i
SHEET 1.60
1
,00
2 00
224
2.50
2.80
355
3.15
4,00
Standard Nominal Thickness (m»n)
5
*
Weight
in
Standard Nominal Surface
kg
Size .
mm x mm
Area in 1
23,7
26 4
29.5
33,0
36.9
41.5
26.4
29.7
33.0
36.9
41 2
46.2
31 7
35 6
39.6
44,3
49.5
55 4
35.2
33,6
44.0
49.2
550
38.7
43.5
48.4
54.2
42.2
47.5
52.8
59.1
44,0
49,5
55.0
61,5
49.2
55.4
61.5
52.8
59.3
65.9
24.1
27,1
30.1
21
m2
46,8
52.8
1,66
51,9
5@,5
65.9
2,10
62 3
70.2
79
1
2.52
61,5
69.2
78.0
87 9
2.B0
60.4
677
76.2
85,8
96.7
3 03
65.9
73.9
83.1
93 6
105.5
3,36
6B.7
76.9
86.5
97.5
1
09,9
3,50
58.9
76,9
66,2
96.9
109,2
123.1
3 92
73.9
824
92,3
103.8
17 0
131.9
4 20
30.1
33.8
37.7
42.2
475
53.5
603
1.92
33.9
37.7
42,2
47,1
52,8
59.3
66 9
75.4
2.40
36.2
40.7
45,2
50.6
56.5
63 3
71.2
60,3
90.4
2-88
40.2
45,2
50.2
56,3
62 8
703
79,1
89 2
100.5
3,20
44,2
49,7
55.3
61,9
69,1
77,4
87.0
98,1
110 5
3.52
43.2
54.3
60.3
67.5
75.4
84.4
95.0
1
10.7
120 6
3 94
50.2
56.5
62.6
703
78.5
87.
98.9
1 1 1
,5
125.6
4.00
56.3
63.3
70.3
7S.8
87.9
93.5
10.8
124.8
140.7
4,48
60,3
67,8
75.4
84.4
94.2
105.5
118.7
133 8
150.7
4.00
27.1
30,5
33.9
38.0
42 4
47.5
53.4
60 2
67.8
2.16
33,9
33,2
42.4
47.5
53,0
59.3
66 8
75 2
04 8
2.70
40,7
45,8
50.9
570
63.6
71,2
80.1
903
1017
3.24
45.2
50,9
55.5
63.3
70.6
79,1
890
100,3
113.0
3.60
97,9
110,4
124,3
3.96
135 6
4.32
49.7
56.0
62.2
69.6
77,7
1
87.0
1
84.8
95.0
106 8
120 4
79.1
08.3
90.9
111.3
125.4
141.3
4.5Q
79.1
88.6
90,9
110.8
12J.6
140.5
150.3
4.04
76,3
84.8
95.0
106,0
1187
133.5
150.5
169 6
5,40
33.9
37.7
42.2
47.1
52 8
59.3
66,9
75 4
2 >40
42.4
47.1
52.8
58.9
65 9
74 2
83.6
94.2
45.2
50,9
56.5
63.3
70.6
79.1
890
100.3
113 0
300 360
50.2
56.5
62,8
70.3
78.5
87.9
89 0
11.5
125.6
4.00
55.3
62.2
69,1
77.4
86.4
967
108 8
122.6
138.2
4.40
60.3
67.8
75.4
64.4
94 2
105,5
1
18.7
133 8
1
50.7
4.80
62.3
706
78,5
67.9
98.1
109 9
123.6
139 3
157.0
5.00
138.5
156.1
1
75.8
5.40
148.4
167.2
168,4
6,00
54,3 56,5 63.3 67.8 30.1
37.7
70.3 75.4
61.0 63.6 71.2
79,1
84.8
67 a 70.6
76.0
S7,9
98,5
109,1
123,1
94,2
105 5
11 7.8
131.9
!
600 750 900 1000 1100 1200 1250 1400 1500 3200 * 600 750 900 1000 1100 1200 1250 1400 1500 3500 x 600 750 900 1000 1100 1 200 1250 1400 1500 4000 x 600 750 900 1000 1100 1200 1250 1400 1500
2800
x
sTiiEL tables
TABLE 31 SAFE LOADS FOR SINGLE ANGLE STRUTS SINGLE BOLTED OR SINGLE RIVETED END CONNECTIONS
0 50
Length!
1.00
3.00
2.50
2,00
1.50
3.50
Matron
\n
Size
A
B
*
*
mm mm SO
(
55
*
m
3637
1
2657 8
14820
792.3
5.0
4490
1
3281.2
1804.9
978.1
60
5315 3
3847.6
2094,8
11303
— — —
55 * 5 0
4989 6
3923 0
2316.3
1305.4
798,9
6 0
5927 0
4559.9
2753.8
1
560.6
9490
80
7744,0
5089,2
3598.4
20262
1240,1
9486
9
7-158 9
4407.8
2482.0
1519,0
5.0
5483 8
4573.6
2922.7
1729.6
1060.9
e.o
6519 2
54 1 0.4
3430.3
201 8.5
1230.0
8 0
6539,8
7087.4
4493.4
2644.1
1621.8
6701.1
5516.5
3246.1
1
60
*
-
too
ANGLES
65
*
65
2226.9
1393,0
6212.4
4267.6
26509
1659.1
nou
8120.3
5533.9
3416.0
2137.4
1415.2
9984.0
4804.0
4200.0
2428.0
1740,0
5338.4
4292.2
2801.4
1769.9
1 1
6950,9
51 10.0
3335.2
2106,1
1411.3
9097.7
6647.4
4324.0
2724.4
1827.2
—
11195 9
8180.5
5321,3
3352.6
—
2248.
7655.4
5953.8
4020.0
2643.9
17 B 2.2
1259,2
10041.7
7766,8
5221.1
3423.1
2303.3
1629.6
12371.2
9568.6
8432,4
4217.2
2837.6
2007.7
* 5.0
*
,0
.
3585.0
100 75
— —
5218.0
80
*
— — — — —
—
6 0
75
—
6,0
10,0
70
991
— — —
—
—
8.0
*
10494.1
i
— —
* 5.0
EQUAL
70
kg
ml
10 0
60
in
4 0
50
-
Safe Loads
t
6.0 8 0
10 0
— — — — —
925,0
95,4
—
_ _ _
{Continu&$
SAFE LOADS FOK SINGLE ANGLE STRUTS
87
TABLE 31 (Contd.) SAFE LOADS FOR SINGLE ANGLE STRUTS SINGLE BOLTED
Effective Lengths in
1
.00
OR SINGLE RIVETED END CONNECTIONS
1.50
2,00
2,50
3.00
3.50
Metres Size
Ax B xt
^
Safe Loads
in
kg
L mm mm mm I
80 x 60 x 6.0
8347*1
6804.0
4787.1
3242.2
2212.9
1574.7
8.0
10953.6
SS92.5
6226.3
4210.0
2670.6
2042.7
10,0
13501.4
10960.9
7677.0
51B9.2
3538,3
2517.9
12.0
15952,4
2396.2
8990.5
6066.1
4131.9
2940.4
1
40 x 5.0
2776.0
1358.5
725.9
—
—
—
6,0
3295.1
1612.5
861.6
—
—
8.0
4227.4
2044.4
1090.8
—
—
45 x 5.0
3563,1
1939.9
1046.7
—
6.0
4185.0
2253.1
1212.5
—
6,0
5470.6
2945.3
1585.0
— — —
45 x 5.0
3739.2
2035.8
1098.5
6.0
4443.7
2419.3
1305.4
8.0
5745.2
3093,1
1664.5
10.0
7044,2
37925
2040.9
x 6.0
5371*4
3194.1
1
603.6
1
1
6.0
6982.5
4126.3
2323.4
1
422.0
10.0
8575.5
5067,6
2853,5
1746.4
80 *50 x 6.0
5596.5
3327.9
1884.4
11 57.S
8.0
7280.2
4302.2
2422.5
1
10,0
8947.7
5287*6
90 x60 *8.0
9559.9
10.0 12.0
1
60
— 65
70
ANGIES
x
x
x
2— EQUAL
75x50
Note
1
— — — — —
— — — —
10.2
— — —
— -
-
—
—
—
— —
—
482.6
— —
—
2977.4
1822,9
—
—
6667.4
4193.3
2623,1
1751,0
11739,0
0125.8
5060.0
317S.9
2115.5
3884.0
9610,6
6008,3
3759,7
2502.1
*
— —
—The safe loads given in this Table are tabulated for ratio of slenderness up to but not exceeding 250. of slenderness exceeding 1B0. the right side of the zig-zag dotted line are for ratio based on the requirements specified in 18,9.1.1 of IS 800-1956.
The values on 3
'
This Table
:
is
s
n .M
i
ahi.i.s
TABLE 32 SAFE LOADS FOR SINGLE ANGLE STRUTS DOUBLE BGl TED GH DOUBLE RIVETED OR '//ELDED END CONNECTIONS f
iir.'jfr. *
!
0
;
1
5
30
2.5
2.0
3 5
fl
Si/# f
A/H.C
intn
LjOHft*
in
*'
f
)
mm
m#n
ffln>
Vi
2
1026 3
991 .0
—
—
—
4102 0
2254 7
1220 4
—
—
4010
201 7 9
1414 3
—
— — —
— _
:n ?
SO 4 0
*
*
f
50 0
fi
•>»/
,
V,
*
*
SO
4505 4
2098.0
1
6 0
5820
f
3442.4
1943.7
fi
4490 2
2509
9120,6
5510 0
3111.2
1
§0
5/17,2
0650 6
2160.3
1327.1
6764
4286.0
2521 2
547 9
—
—
561/0
3302.7
2027.6
—
6395.9
4054,6
2489.3
4482.5
2705 S
1
0
*
7757
/
5136 0
3316 0
2076.5
1373.4
10140.0
6919 8
4274.9
2674,2
1766.6
—
10 0
12468 0
0508.0
5256 0
3208 0
2172.0
—
50
7292
5065.2
3497.4
2213 3
1481,3
—
fio
E1602 2
0337.6
4 63 0
2635.6
1
362 9
0309 5
5396 9
341
2281.0
—
10225!)
6641.5
2807.
—
*
10 0
no
*
.
75
ao
*
-
— —
0 0
0 0
75
1
892,0
—
60
10077
6510 9
50
*
70
1545.2
9
— — — —
NGLE
70
1
086G 5
too 65
102.5
100 *
75 1 5
0 0
*
1
— — —
0
05
995 5
606 0
50
&G 60
4
6,0
1
1
fi
13901 9563.2
eo
12.544 2
10 o
15454,2
fi
El
o 0
7444
1
9/106 11960
,
1153,8
1
.0
4197.6 3301.2
2230. G
7
4275.5
2082.6
2034.7
8043.3
5267,3
3551.3
2506.8
2774,0
1963 0
3597
2544.6
5964,6
4056.9
13087.4
11120 9
7705,1
5267,4
16071,0
13707,5
19034
161287
7
1
f
6520
8506.7
12,0
763.5
5026 3
10430. A
ID 0
—
744.4
9595.9
6492.6
1230.1
7588.0
i
|
1
1
571
.8
4433.7
3136
5175,6
3660.0
4
(Continued}
H>K SINGLE ANCLfc
SAfx. !X)Atrt
STKL'J
fry
TABLE 32
VS
i
DOUBLE SIVETED OR WELDED END CONNECTIONS
Cfi
To
77
T7,
I?
Tfl
Size
A
*
0
C
a
Sale Loads
mm
i
90
*
90
a 3
0
VO 0 12.0
100
1 1
100
*
0 x
8 0
*
0
1 1
13761 0
1
12615.1
20074 9
15193.Q
2796 0
4608.3
5463 4
3409 4 4042 0
7317 9 6957 4
5269 5
3979 9
6443.6
10633.1
7649 0
4860.3 5769 5
3054.9 3735.6 4434 4
9495 5 11749 4 13858 6 17065 7
7146 7 6543 1 040 S 3
5366.8
41 41
6665 5
5123 9
7643.8 9555.9
60298
14402 0 17137 6 21011 1
11362.2
5853.7
13520 4
10535 4
16549.3
1
24636 9 30362 4 35398 4
20190.2 24829.5 29310 9
16502 9 20273 4 2390c 9
55094 9
49910 9
43419 4
66663.1
59259.2
51518.0
90545
30339
699497
9914,2
12 0
23B279
12160 2 14435 0
8677.7
15969,9
12531
2311 1.2
19760.6
15506.5
274094 337524
23386 2
1
28798.1
225406
26222 8 31203 6
22481 3
26751.5
18176 0 21626
38451.7
32900.8
26547,4
38232 3
34614.2
47242.0
42720.1
295406 367737
56036.6
50607.2
43501 6
67735 9 80604 0 1 09783 .5
64933.3
61169 7 72745 98340 2
1
fl
—
12,0
15 0 x 150 x 12.0
15 0 1
0.0
* 15
0
18.0
25.0
Effective Lengths in
3778 5
6398 2 7565 4
16299.2 19348 3
130 * 130 x 10 0
100
10640
5244.3
13253 9
15 0
x
7472.8 9143.4
16270.3
12.0
200
0454 Z
6932.9
1
20072
* 8.0
ANGLES
150
kg
10.0
10.0
EQUAL
in
mm
rrwr
— —
— — —
—
—
1.0
a
8304 S
77259 9 105187.3
1
,5
l
1
281 7 0
2.5
2.0
1
3.0
7
"
.0
7425.2
2853.5
3 5
Metres Size
Ax9kC n
r
Safe Loads
mm mm mm 1 1
0 x
1 1
0 x
a.fl
10.0 12.0 15.0
130
x
150
x
x
*
— —
®—
,p
—
—
5612.1
“
0330
6861
10854.3
13330 2
11020.
18 0
13202.6 16307.7 19218 9
157144
12971 6
o
3730 5 0
320790
27622.6
38038 2 51449 3
32719 2
12.0 1
?no
—
4716.3
15 0 x
— *— — 5721 2 6607.9
12.0
150
—
kg
7119.5 0471. 10365.7
130 x 10 0
ANGLES
EQUAL
3266.6 4066.7 4770.8 5884.7
in
5.Q
v is
18 0 25.0
44327.4 59938.2
1
—
—
“
—
.4
6333,4 7764.6 9147.3
8983 .0
4415E7
|
*— **
19917.9 23.560.5
15039 6
11S42.7
17794,3
l365S.fi
31760.7
23956 5
18412,9 (Continued!
[
90
TABLE 32 (Contd.) SINGLE SAFE LOADS FOR
ANGLE
STRu*p§
DOUBLE RIVETED OR WELDED END CONNECTIONS DOUBLE BOLTED OR
in
25
2,0
1.5
1.0
Effective
3 0
Metres Size
Sa*? Loads In
AxS xC mm mm mm £0 * 40 x 5.0
3471.0
1S97.4
905.9
6.0
41 20,0
2014.S
iorr.9
SO
52S5.S
3555 2
136C.5
65 x 45 x 5,0
4454 7
2424 3
13C9.7
s.c
SS3S 9
366o C
1932-9
45 x 5 0
4574 5
2544 2
1374.5
— — —
a.c
5555.7
3323 5
1533 4
—
SO 70
x
x
5232.5
2517 5
>515 9
—
*
— —
— — — —
so
71 33.2
3367. 9
2262 4
—
— —
1G.C
SS27.3
47414
2553 2
—
—
50 x 5,0
S71S.2
3394 6
2266
8-0
E732.S
5 T 55.1
0725.1
5334 5
w 75
— — — —
1
— —
1362 6
ANGLE!
10.0
£0x50*
T
4181.5
3,0
3135.2
537 = 3
3236 7
1=47.4
1 1
15C,S
S6CS5
3732.2
2273.5
1 1
S3S
8336.5
52C
3255 S
21 73 5
4737.5
31 15 5
52:2 9
3529 3
10,0
46611
12 : 51.5
2.0
172315
12015.2
65 X 3.0
136513
T
TOO ICC* 75
T
8.0
T0.C
12,0
J
_
63521 _ 259'!
15525
1
12512 4 I
*
»
1
mnz
*
x SC x 3,0
X
21 76
*$SS 7
10.0
ICO
1
5.0
UNEQUAL
30
1771.9 -s "C^ 2 : .C
15C57.4
12433 2
£5513
15279 0
22C23 5
1ST 115
1
„u
3861.7
1234: 1
Z^wC
2
**
1
l
4
74“^ 7
5755
5773 5
£333 2
5
2335 2
3530 5 4244
5
{CcrtflhuwJ
zt
sA |:j:
lOAMS VO K
SINMI
I:
ANtiUl STRUTS
I
91
ABLE 32
(Contd.)
SAFE LOADS FOR SINGLE ANGLE STRUTS DOUBLE BOLTED OR DOUBLE RIVETED OR WELDED END CONNECTIONS Effective Lengths
1
0
1.5
3.0
3.5
6057.9
4^04.2
2.5
2.0
Mftfros
in
Silo
Aw B
G
-
Sato Loads
kg
in
1
I
mm,
mm
75
10 0
mm 125
*
125
95
w
«
21513 5
12549 9
1
B878.5
22552
18754 0
14278 9
10576.1
7811.0
120
26745
1
22154
16846
5
12577.4
9102.6
20853 2
23724
t
16532 3
1493 3
7050 0
5559.5
34444 8
31133 4
25190.6
2C831 6
16353,G
42433 3
35350,4
32207 2
25577 4
20065.7
45779 9
35320 2
31092.5
23524 7
17625 4
56757,4
52767.5
47029.0
40230 2
67451
62654.3
55730.0
476586
55
5 0
7.0
10 0
k
17832
— —
|
7
ANGLES
150 150
75
*
12.0
115
*
12 0
*
v
— — —
15 0 UNEQUAL
2C0
w
100
<
15 0
200
*
1
50
w
15 0
— —
-
—
10 0
1
1
1
I I
4G
Elective Lengths
Metres
in
1
50
4 5
Slit!
A
B
*
-
Safs Liadi
C
m
kg
,
hi
r
mm mm mm
““
a
3552 4
—
e
4171.7
—
-
75 * 10 0
3165 3
25
*
95
10 0
5891 5
4508
12 0
5924 S
52X
—
—
—
12635 3
S373 5
7574 £
‘6355 5
5213.2
2296 4
7777 9
6374,6
1
9631.4
1
0 20 7 3
1
-
ANGLES
1
—
—
125
150-75
*
12 0
115
-
12C
50
*
15 0
1
5652 C
,
'
UNEQUAL
100
200 2CG
*
1
50
13233 2
* 15 0 -
27353
33642
ISO
39S24
13 0
T
3
33C23 4
8081,1
15CC4
6
15003 6
1 1
27364
22451.6
16675 0
13230 9
1
,
sa-e leads grve
Th» value's cn
2
3
.
T>iis
Table
-
rent
fi
erceedng 250
m fts Tabie are ^txiatsti terras of slenderness up fcr rate of tenderness «e***ng 1 60 s*e cf re ag-zag 0=“ed ir«s are to but not
No , e
205
231 = 2 2
* based' cn tne recrements seeded
r.
18.9.1.1 of IS
800-1956.
TABLE 33
AREAS OF ROUND BARS IN SLABS PER Me TRe WIDTH FOR DIFFERENT SPACINGs f
Spacing
im)
of bars (cm)
!
6
8
10
12
14
16
18
20
22
24
26
28
5
3.27
2.45
1.96
1.64
1.40
1.23
1.09
0.98
0.89
0.62
0.75
0.70
0.55
6
4.71
3.53
2.83
2.63
2.02
1.76
1.57
1.41
1.28
1.18
1.09
1.01
0.94
2.40
2.17
1.92
1.75
1.60
1.48
1.37
1.28
1.93
1.79
1.6/
7 8
10 11
12 14
16 18
20 22 25
6.41
8.37
13.09
15.84 18.85
26.65
33.54 42.41
52.36
4.81
6.28
3.85
3.20
2.75
5.02
4.19
3.59
3.14
2.79
2.51
2.28
2,09
7.85
6.54
5.61
4.91
4.36
3.93
3.57
3.27
3.02
2.80
2.62
11.88
9.50
7.92
6.79
5.94
5.28
4.75
4.32
3.96
3.65
3.39
3.17
14.14
11.31
9.42
8.08
7.07
6.28
5.65
5.14
4.71
4.35
4.04
3.77
11.00
9.62
8.55
7.70
7.00
6.41
5.92
5.50
5.13
16.76
14.36
12.56
11.18
10.05
9.14
8.38
7 73
7.18
7.70
21.20
18.17
15.90
14.14
12.75
11.56
10.60
9.78
9.08
8.48
26.18
22.44
19.64
17.45
15.71
14.29
13.09
12.08
11.22
10.47
23.75
21.12
19.00
17.28
15.84
14.62
13.57
13.67
30.68
27.27
24 54
22.31
20.45
18.88
17.53
16,36
9.82
19.24
25.13
31.80 39.27 47.51 61 .36
15.39
20.10 25.44 31.41
38.01
49.08
12.83
31 .67
40.90
27.15
35.06
&
R.
S.I.
UNITS
AGOR
Birla Publications Pvt. Ltd.
BIRLA’S M.K.S. &
S.I.
UNITS
By Prof. R.
Ag or
Also Available * Steam Tables ° Refrigerant and Psychrometric o
Dear Students
Gas Tables
,
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1
Contents Table No.
List
"
of Tables
" 77
77"
Page No.
_
Symbols 1.
Rolled steel Equal Angles
2.
Rolled steel unequal Angles
3.
Rolled steel
TEE
4.
Rolled steel
Beams
5.
Rolled steel Channels
6.
Properties of
two equal angles back
7.
Properties of
two unequal angles back
to
back (Longer
legs)
22
8.
Properties of
two unequal angles back
to
back (Shorter
legs)
26
9.
Properties of starred angles two equal angles
30
10.
Properties of Starred angles two unequal angles
31
11.
Single joist with additional plates on both flanges (Girders)
32
t2.
Single joist with channel and plates on both flanges (Columns)
36
13.
Single joist with additional plates on both flanges (Columns)
48
14.
Two
joists of
same
size with flanges butting
54
15.
Two
joists of
same
size laced or battened
16.
Two
channels of same size laced or battened (Columns)
17.
Double channels will Ranges butting and welded Toe
18.
Edge distance of holes
70
19.
Permissible stress in axial compression
70
20.
Areas of groups of round bars
71
21.
Perimeter of round bars
71
22.
Round Bars
72
2
^
bars
^2
^ to
back
and welded (Columns)
(Columns)
55
to
60
Toe (Columns)
69
73 .
Square Bars
24
.
Mild Steel
flats
25
.
Mild Steel
flats (cross sectional area)
.
Moment of
Inertia
centimetre width of two flanges per
78
26
80
.
Moment of
Inertia
of one
X-X-axis
27 28
.
Reduction for area for
29
.
Strip
30
.
Sheet
.
Safe loads for single angle struts (single bolt)
86
31
32
Safe load for single angle struts (double bolt)
88
.
33
.
Areas of round bars
23
74 (weights)
76
web
plate about
its
rivet holes
81
82 84
in slabs
per meter width for different s pacings
92
SYMBOLS Letter
symbols used
handbook
in this
a
Sectional area
b
Width
A
The
b
in
shall
have the meaning assigned
cm
sq
Cyy
=
Radius
of gyration
about the U-U axis
lw
=
Radius
of gyration
about the V-V axis
longer leg of an unequal angle or one of the, legs in the case of an equal
rxx
=
Radius
of gyration
about the X-X axis
angle
Ryy
=
Radius
of gyration
about the Y-Y
s
=
Maximum
t
=
Thickness of angles, plates,
=
Mean
=
Thickness
of flange
The
shorter leg of an unequal angle or
one
of the legs in the
The
lesser
case
of
an equal
the two extreme fibre distances from the X-X axis of
tf
lesser of the two extreme fibre distances from the Y-Y axis
Slope
D
The outstand
of flange of the bulb in the
case
of
etc.
the
(2
=
Thickness
w
=
Calculated weight
thickness of tension flange of
web in
kg per
m
(
= 0.785
a)
Distance of extreme
Distance of extreme
fibre
from the X-X Zc
-
Modulus of extreme compression flange
fibre
from the Y-Y
Zi
=
Modulus of section based on the distance of extreme fibre of the tension flange
Zxx
=
Modulus
of section
about the X-X axis
Zyy
=
Modulus
of section
about the Y-Y axis
Y-Y
axis =
axis
9
Rivet
gauge distance
in
the flange
91
Rivet
gauge distance
in
the
h
Overall depth of section
Moment
web
of flange at the centre of
Mean
axis
mm
the
in
thickness of compression flange
=
tt
bulb angles
l
allowable shear
outstand
The
D
exz
:
ruu
angle
Cxx
them as indicated below
to
of inertia
web
about the U-U axis
A
line parallel to
the section
fibre
the axis of the
of
the
web
of
w
Moment
of inertia
about the V-V axis
the case of berams, channels and tee bars) or parallel to the axis of the longer flange (in the
I XX
Moment
of inertia
about the X-X axis
case
I
lx
Product of
Y-Y
inertia
Moment
M
Maximum
of inertia
about the X-X and
X-X axis=
moment
angles (in
and bulb the case of
equal angles) and ing through the centre of gravity of the profile of the section
about the Y-Y axis
allowable
unequal
angles) or either flange
axis
lyy
of
(in
A
line
ing through the centre of
gravity of the profile of the section, r1
Radius
at root of the flange
r2
Radius
at toe of the flange
r3
Radius
of bulb corners in the
bulb angles
at right
case
of
and
angles to the Y-Y axis.
Lines ing through the centre of gravity of the profile of the section,
U-U and = V-V axis
>
representing the principal axis of the section
STEEL TABLES
2
Y
TABLE
1
ROLLED STEEL EQUAL ANGLES DIMENSIONS AND PROPERTIES
Designation
&
Thicknes
size
Ax B
t
mm ISA 2020
ISA 2525
ISA 3030
ISA 3535
ISA 4040
ISA 4545
ISA 5050
ISA 5555
ISA 6060
ISA 6565
Sectional
Weight per Motro
Area
(w)
Cento
O£
a
cm
of Gravity
2
|
'Kg.
N
1 1
ii
<
Distance
of
Extreme Fibre e xx =e yy
cm
cm
3.0
1.12
0.9
8.8
0.59
1.41
4.0
1.45
1.1
10.8
0.63
1.37
3.0
1.41
1.1
10.8
0.71
1.79
4.0
1.84
1.4
13.7
0.75
1.75
5.0
2.25
1.8
17.7
0.79
1.71
3.0
1.73
1.4
13.7
0.83
2.17
4.0
2.26
1.8
17.7
0.87
2.13
5.0
2.77
2.2
21.6
0.92
2.08
3.0
2.03
1.6
15.7
0.95
2.55
4.0
2.66
2.1
20.6
1.00
2.50
5.0
3.27
2.6
25.5
1.04
2.46
6.0
3.86
3.0
29.4
1.08
2.42
3.0
2.34
1.8
17.7
1.08
4.0
3.07
2.4
23.5
1.12
2.92 2.88
5.0
3.78
3.0
29.4
1.16
2.84
6.0
4.47
3.5
34.3
1.20
2.80
3.0
2.64
2.1
20.6
1.20
3.30
4.0
3.47
2.7
1.25
3.25
5.0
4.28
3.4
26.5 33.4
1.29
3.21
6.0
5.07
4.0
39.2
1.33
3.17
3.0
2.95
2.3
22.6
1.32
3.68
4.0
3.88
3.0
29.4
1.37
3.63
5.0
4.79
3.8
37.3
1.41
3.59
6.0
5.68
4.5
44.1
1.45
3.55
5.0
5.27
4.1
40.2
1.53
3.97
6.0
6.26
4.9
48.1
1.57
3.93
8.0
8.18
6.4
62.8
1.65
3.85
10.0
10.02
7.9
77.5
1.72
3.78
5.0
5.75
4.5
44.1
1.65
4.35
6.0
6.84
5.4
53.0
1.69
4t31
8.0
8.96
7.0
68.7
1.77
4.23
10.0
11.00
8.6
84.4
1.85
4.15
5.0
6.25
4.9
48.1
1.77
1.73
6.0
7.44
5.8
56.9
1.81
4.69
8.0
9.76
7.7
75.5
1.89
4.61
10.0
12.00
9.4
92.2
1.97
4.53 (Continued)
ROLL! D STHHL EQUAL ANGLES
TABLE
1
(Contci)
ROLLED STEEL EQUAL ANGLES DIMENSIONS AND PROPERTIES
Moments
of Inertia
Radii of Gyration
_y\
A rrr~
Modulus
'uu
cm 4
J
cm
cm
cm
0.4
0.6
0.2
0.58
0.73
0.5
0.8
0.2
0.58
0.8
1.2
0.3
1.0
1.6
0.4
1.2
1.8
1.4
1.8
XX
=
cm 4
/ yy
^uu
/J
**
'yy
Radius
at
Radius
at
Too
Root
Product of
mm
mm
cm
0.37
0.3
4.0
2.5
0.2
0.72
0.37
0.4
0.73
0.93
0.47
0.4
0.73
0.91
0.47
0.6
0.6
0.5
0.72
0.91
0.47
0.7
0.7
2.2
0.6
0.89
1.13
0.57
0.6
2.8
0.7
0.89
1.12
0.57
0.8
1.0
2.1
3.4
0.9
0.88
1.11
0.57
1.0
1.2
2.3
3.6
0.9
1.05
1.33
0.67
0.9
2.9
4.7
1.2
1.05
1.32
0.67
1.2
1.7
3.5
5.6
1.5
1.04
1.31
0.67
1.4
2.1
4.1
6.5
1.7
1.03
1.29
0.67
1.7
4.5
5.0
5.0
3.0
3.0
3.0
0.4
0.8
1.3
3.0
2.0
5.5
1.4
1.21
1.54
0.77
1.2
7.1
1.8
1.21
1.53
0.77
1.6
2.6
5.4
8.6
2.2
1.20
1.51
0.77
1.9
3.2
5.3
10.0
2.6
1.19
1.50
0.77
2.3
3.7
5.0
8.0
2.0
1.38
1.74
0.87
1.5
6.5
10.4
2.6
1.37
1.73
0.87
2.0
3.8
7.9
12.6
3.2
1.36
1.72
0.87
2.5
4.6
9.2
14.6
3.8
1.35
1.70
0.87
2.9
5.4
6.9
11.1
2.8
1.53
1.94
0.97
1.9
1.53
1.93
0.97
2.5
5.3
5.5
6.0
3.0
3.0
2.9
4.1
14.5
3.6
11.0
17.6
4.5
1.52
1.92
0.97
3.1
6.5
12.9
20.6
5.3
1.51
1.90
0.96
3.6
7.6
14.7
23.5
5.9
1.67
2.11
1.06
3.7
17.3
27.5
7.0
1.66
2.10
1.06
4.4
10.1
22.0
34.9
9.1
1.64
2.07
1.06
5.7
12.8
26.3
41.5
11.2
1.62
2.03
1.06
7.0
15.1
6.5
4.0
ISA 3030
ISA 3535
19.2
30.6
7.7
1.82
2.31
1.16
4.4
36.0
9.1
1.82
2.29
1.15
5.2
29.0
46.0
11.9
1.80
2.27
1.15
6.8
16.9
34.8
54.9
14.6
1.78
2.23
1.15
8.4
20.1
24.7
39.4
9.9
1.99
2.51
1.26
5.2
29.1
46.5
11.7
1.98
2.50
1.26
6.2
17.2
37.4
59.5
15.3
1.96
2.47
1.25
8.1
22.0
1.94
2.44
1.25
9.9
26.2
6.5
4.5
ISA 4040
ISA 4545
ISA 5050
ISA 5555
8.6
22.6
18.8
ISA 2525
2.4 5.5
4.5
71.3
AxH ISA 2020
0.3
3.4
45.0
&
'i
cm
9.1
Designation
Inertia
Size
cm 4
*/
of
Section
ISA 6060
11.3 13.3
6.5
4.5
ISA 6565
14.5
f
Continued}
S
I *
I
I
[AMI
I .*%
Y
TABLE
I
(ConuL)
ROLLED STEEL EQUAL ANGLES DIMENSIONS AND PROPERTIES
Designation
Thickness
& Sl*0
A
-
B
ISA 7070
ISA 7575
ISA BOBO
ISA 9090
ISA 100100
t
ISA 130130
ISA 150150
ISA 200200
Aren a
Distance of
Gravity
Extreme Fibre cxx * *yy
*
5 0
6.77
53
GO
806
6 3
61 8
err?
Centro of
/v n1 520
mm
1
kg
1
Cyy
cm
cm
89
5.11
1.94
5 06
8.0
10 58
83
81 4
2.02
4.98
100
13.02
102
100.1
2.10
490
50 60 00
7 27
5.7
559
8.66
6.8
202 206
5.44
38
8.9
66 7 87 3
2.14
5.36
2.22
5 28
11
548
10.0
1402
11.0
107.9
60
929
73 96
71.6
2.18
5.82
942
227
5.73
8.0
12.21
10.0
15.05
11.8
115 8
2.34
5 86
120
17.81
14 0
1373
242
558
6.0
1047
82
80.4
2.42
6.58
105 9
2.51
0.49
8 0
13 79
108
100
17.03
13.4
131 5
2 59
6.41
12 0
20.19
15.8
155 0
2.66
6.34
6.0
11.67
92
902
267
7.33
8.0
15.39
12.1
118.7
2.76
7.24
10.0
19 03 22.59
14 9
146 2
284
17.7
173.6
2.92
7.10 7.08 8.00
120 ISA 110110
Weight per Metro (W)
Sectional
80
17.02
13.4
131.5
300
10.0
21.06
16.5
161.9
3.08
7.92
12.0
25.02
19.6
192.3
3.16
784
15.0
30.81
24.2
2374
3 27
7.73
950
8.0
20.22
15.9
156.0
3.50
100
19.7
193.3
3 58
9 42
12.0
25.06 29.82
23.4
229 6
366
9.34
15.0
36.81
28.9
283.5
3.78
9.22
10.0
29.03
22.8
120 150
34.59 42.78
27.2
4.20
10.74
18 0
50.79
223.7 266 8 329.6 391.4
4.38
10.62
12.0
40.61
36.6
359.0
5.30
14.64
150 180
57.80
45.4
445.4
5.49
14.51
68.81
54 0
1439
93 80
736
529.7 722.0
561
250
5.88
14.12
336 399
406
10.94
4.14
10.86
(Continued)
TABLE
I
(Conid)
ROLLED STEEL EQUAL ANGLES DIMENSIONS AND PROPERTIES
Moments
of Inertia
/N r >/..
.
C
/„
cm
4 Tl
4
U
.
cm
4
_
Radii of Gyration
FT7 VY
A
Modulus
Radius at
of Section
Root
'vu
Radius
Too
at
Product of
4x8
h
cm
cm
cm
cm 1
mm
2.15
mm
cm
2.71
1.36
6.1
7.0
4.5
18.4
2.14
2.70
1.36
7.3
21.7
4
31.1
49 8
36.8
58.8
47.4
75.5
19.3
2.12
2.67
1.35
9.5
90.7
23.7
27.9
57.2
2.10
2.64
1.35
11.7
33.3
38.7
61.9
15.5
2.31
2.92
1.46
7.1
45.7
73.1
18.4
2.30
2.91
1.46
8.4
590
94.1
24.0
2.28
2.88
1.45
11.0
27.0 34.8
71.4
113.3
29.4
2.26
2.84
1.45
13.5
41.7
560 725 877
89.6
22.5
2.46
3.11
1.56
9.6
115.6
29.4
2.44
308
1.55
12.6
42.7
139.5
36.0
2.41
3.04
1.55
15.5
51 .4
101.9
161.4
42.4
2.39
3.01
1.54
18.3
59.2
12.5 14.8
7.0
8.0
4.5
4.5
22.8
33.0
00.1
128.1
32.0
2.77
3.50
1.75
12.2
104.2
166 4
42.0
2.75
3.47
1.75
16.0
61 .5
126.7
201
.9
51 .6
2.73
3.44
1.74
19.8
74.5
147.9
234.9
60.9
2.71
3.41
1.74
23.3
86.5
111.3
178.1
44.5
3.09
3.91
1.95
15.2
145.1
231.8
58.4
3.07
3.88
1.95
20.0
177.0
282.2 329.3
71.8
3.05
3.85
1.94
24.7
104.4
207.0
84.7
3.03
3.82
1.94
292
121.6
195.0
311.7
78.2
3.38
4.28
2.14
24.4
238 4
2796 3374 328.3
.8.5
8.5
5.5
5.5
47.2
65.7
10.0
6.0
115.1
96.3
3.36
4.25
2.14
30.1
113.8
3.34
4.22
2.13
35.7
164.5
535.4
139.3
3.31
4.17
2.13
43.7
197.0
525.1
131.4
4.03
5.10
2.55
34.5 42.7
194.2 238.3
10.0
6.0
402.7
643.4
162.1
4.01
5.07
2.54
755.9
191.8
3.99
5.03
2.54
50.7
279.9
473.8
3378
914 2
235.0
3.95
498
2.53
62.3
6224 9954 7354 1174 8
249 4
4.63
5.86
2.93
569 67.7
368.2 435.0
574.6
12.0
8.0
4.61
5 83 5.78
292
83 5
529.1
4.58 4.54
5.73
2.91
98.7
616.0
1048 9 1668.2
296.0 363.8 429.5
2 93
28620
715.9
6.20
7.84
3.92
122.2
21977 3511.8 883.7 2588.7 4130 8 1046 5
6.17
7.79
3.91
151.4
1301.2
6.13 6.05
7.75
3.90
179.9
763
3.88
2433
1530 5 2015.7
CO
rr,
'O
CO
1788.9
1429.7
3436 3 5460 9 1411.6
ISA 7070
ISA 7575
ISA 8080
ISA 9090
ISA 100100
85.8
140.6
380.5 445.3
Designation
Inertia
15.0
10.0
1058.3
ISA 110110
ISA 130130
ISA 150150
ISA 200200
sn.j-1 tables
6
v
v \
it
i
TABLE
2
ROLLED STEEL UNEQUAL ANGLES DIMENSIONS AND PROPERTIES
D^signason TNck- SectxxiaJ & ness Area
4
Sue S
»
ISA 4C25
ISA 4530
ISA 5030
ISA 6040
ISA 6545
ISA 7045
"fT~
Tr
cm
10.8
0.99
13 7
1.02
1
8
17.7
1.06
1
5
147 186
1
1
**
-
r
l
cm 202
cm
cm 4
1.51
1-2
0.4
1.4
1.93
1.47
1.5
0.5
1.8
02 03
94
1.43
1.9
0.6
2.1
04
1
cm
cm
cm 4
1.93
3.0
0.9
3.3
2.65
1.88
3 3
1.1
4.3
05 07
066
2.61
1.84
4.6
1.4
5.1
08
0 69
2.57
1.81
5.4
16
59
1.0
3.03
Z3^
4.4
1.5
5.0
09
3.03
2.27
57
20
6.5
1.1
2.99
2.23
6.9
2.4
7.9
1.4
081
2.95
2.19
80
2.8
9.2
1.7
1.63
065
3.37
2.35
5.9
1.6
6.5
1.0
1.68
0.70
3.33
2.30
77
2.1
9.5
\2
0.74
3 28
2.25
9.3
2.5
10.3
1.5
0.78
324
2.22
10.9
29
11.9
1.8
1.95
0.96
4.05
3.04
16.9
6.0
19.5
3.4
432
1.99
1.00
4.01
300
199
70
22.8
4.0
5.8
56.9
2.07
1.08
3.93
2.92
25.4
8.0
290
5.2
3.02
2.4
3 56
2.8
30 40 50 60
2.18
2 06 3 52 4.16
30 40 50
234
1.8
3.07
2.4
3 73 4.47
30
5 0
3.5
50
4.76
60 80
50 60 80
/V !,
270
50 60
50 60
i
057
1
246
50 60 80
6, cm 049 053 057
r~
of !nersa
0.62
3 0 4.0
88
Moment
of
Fttjre ,
^
1.4
1
Ostance Extreme
/V
w A_
30 1.41 40 1 84 50 225
23.5
1
27.5
1
30 35 39 43
1.7
167
1.42
0 69
2.2
21 6
1.47
0.73
2.8
27.5
1
51
0.77
33
324
1.55
17.7
235 29.4
1.72
34.3
1.76
3 7
363
565
4 4
7 37
1.9
1
5.26
4.1
40.2
207
1.C9
4.43
3.42
625
22.1
8.6
49.1
2.11
1.12
439
338
26.0
10.1
8.17
6 4
6£8
259 304
4.8
4 9
2.19
1.20
4.31
3.30
33.2
12 8
38.7
7.4
552
4.3
42.2
2.27
1.04
473
52
346
6.56
27.2
8.8
2.32
309
5.1
51.0
1.09
4.68
3.41
240
32.0
10.3
36.3
6.0
1.16
334
41
0
13.1
46.3
7.8
3 26
493
156
55.4
95
858
100 10 52
ISA 8C50
Gravfy
Metre
8.0
ISA 7550
Centre of
per
a
r
mm cm 2 ISA 3020
We*gM
6.02
6.7
657
57
8.3
81 4
2 48
1.24
460 452
4.7
46.1
2 39
1.16
5.11
384
244
34.1
12.2
39.4
6.9
1.20
5 06
3 80
40.3
14.3
28
4.93
372 364
51 .8
106
62.3
18 3 21 8
46 4 59 4 71 2
40.6
12.3
43 0
14.4
457 539
72 35
61 9
185
69 3
11.0
747
22.1
83.3
135
7 16
56
54 9
9 38 100 11 52
7.4
726
90
88 3
2 52 2 60
1.36
490
2 60
1.12
5 40
264
1.16
536
3 88 3 84
24
5 27 5 19
376 368
50
6 27
4 9
48
6.0
7 46
59
579 755 922
80
9 78
7 7
10.0
1202
9.4
1
1
2 73
1
2.81
1.32
82 12.9
(Conw>jed>
r
Radii of Gyration
1
'mm
cm
r
—
Moduli of Section
^
/\ yy
r*a
r
cm
cm
cm
w
1 ]
i
1
cm 3
a
tan
Radius at
Root
Radius
Product of
at
Toe
Inertia
,
'»
cm 3
l.r
mm
mm
4.5
3.0
0.92
0.54
0.99
0.41
0.6
0.3
0.43
0.54
0.41
0.8
0.4
0.42
0.5
0.91
0.53
0.98 0.97
0.41
1.0
0.4
0.41
0.6
1.25
0.68
1.33
0.52
1.1
0,5
0.38
1.25
0.68
1.32
0.52
1.4
0.6
0.38
3.0
0.4
0.9
1.24
0.67
1.31
0.52
1.8
0.7
0.37
1.4
0.66
1.29
0.52
2.1
0.9
0.37
1.6
1.42
0.84
1.52
0.63
1.4
0.7
0.44
0.84
1.51
0.63
1.9
0.9
0.43
5.0
3.0
1.5
1.40
0.83
1.50
0.63
2.3
1.1
0.43
2.3
0.82
1.49
0.63
2.7
1.3
0.42
2.7
1.59
0.82
1.67
0.65
1.7
0.7
0.36
0.82
1.66
0.63
2.3
0.9
0.36
5.5
3.0
1.7
0.81
1.65
0.63
2.8
1.1
0.35
2.7
1.56
0.80
1.64
0.63
3.4
1.3
0.35
3.1
5.8
1.89
1.12
2.02
0.85
4.2
2.0
0.44
1.88
1.11
2.01
0.85
5.0
2.3
0.43
6.8
1.86
1.10
1.98
0.84
6.5
3.0
0.42
8.5
6.0
4.0
4.0
8.0
2.05
1.28
2.22
0.96
5.0
2.5
0.47
2.04
1.27
2.21
0.95
5.9
3.0
0.47
9.4
2.02
1.25
2.18
0.95
7.7
3.9
0.46
11.8
6.0
6.5
4.0
8.9
2.22
1.26
2.36
0.96
5.7
2.5
0.41
2.21
1.25
2.35
0.96
6.8
3.0
0.41
10.5
2.19
1.24
2.32
0.95
8.9
3.9
0.40
13.2
2.16
1.22
2.29
0.95
10.9
4.8
0.39
15.5
11.8
2.38
1.42
2.56
1.07
6.7
3.2
0.44
2.37
1.41
2.55
1.07
8.0
3.8
0.44
2.35
1.40
2.52
1.06
10.4
4.9
0.43
17.7
2.49
1.06
12.7
6.0
0.42
20.9
1.38
2.55
1.40
2.70
1.07
7.5
3.2
0.39
2.54
1.39
2.69
1.07
9.0
3.8
0.39
252 249
1.37
2.66
1.36
2.63
.
ISA 4530
ISA 5030
2.3
1.57
2.33
ISA 4025
1.9
1.39
1.58
ISA 3020
1.2
1.23
1.41
& size A * B
cm 4
0.92
5.0
Designation
6.5
4.0
ISA 6040
ISA 6545
ISA 7045
ISA 7550
13.9
7.0
4.5
12.9
isa so^o
15.2
1.06
11.7
4.9
0.38
19.3
1.06
14.4
6.0
038
22.9
(Continued)
_STEfcl.
TABLE
TABU*
2 (Contd)
rolled steel unequal angles DIMENSIONS AND PROPERTIES
Weight per Metre
Designation Thick Sectional -
&
ness
Area
(W)
Centro of
Distance of
Gravity
Extreme Fibre
h
B
ISA 9060
ISA 10065
ISA 10075
f
a
mm
cm 2
6.0
ISA 15075
ISA 150115
66.7
2.87
1.39
6.13
1.48
6.04
6.8
L
cm 4
cm 4
81.5
14.3
cm 4
cm
4.61
70.6
25.2
4.52
91.5
32.4
1
05.3
18.6
110.9
39.1
22.8
129.1
45.2
127.3 147.5
cm
8.0
11.37
8.9
87.3
10.0
14.01
11.0
3.04
1.55
5.96
12.0
16.57
13.0
107.9 127.5
3.12
1.63
5.88
4.45 4.37
6.0
9.55
7.5
73.6
3.19
1.47
6.81
5.03
110.6
186
6.72
4.93
96.7 125.9
32.4
1.55
41.9
143.6
24.2
1.63
6.63
4.87
153.2
50.7
174.2
29.7
8.0
12.57
9.9
97.1
3.28
10.0
15.51
12.2
119.7
3.37
26.8
6.0
10.14
8.0
78.5
3.01
1.78
6.99
10.5
103.0
3.10
1.87
6.90
100.9 131.6
48.7 63.3
25.6
13.36
5.72 5.63
124.0
8.0
161.3
33.6
5.55
160.4
76.9
196.1
41.2
12.0
ISA 12595
cm
N
2.96
10.0
ISA 12575
8.65
cm
cm
kg
of Inertia
_/v
L
i
A
Moment
13.0
16.50 19.56
*
15.4
131.4
3.19
1.95
6.81
151.1
3.27
2.03
6.73
5.47
187.5
89.5
228.4
48.6
187.8 245.5 300.3
51.6
208.9
30.5
67.2
272.8
40.0
81.6
332.9
49.1
203.2 266.0 325.8 382.6
102.1
252.3
52.9
133.3 162.7
329.7 402.9
69.6
190.4
472.0
101.0 44.5
6.0
11.66
9.2
90.3
4.05
1.59
8.45
5.91
8.0
15.38
12.1
118.7
4.15
1.68
8.35
5.82
10.0
19.02
14.9
146.2
4.24
1.76
8.26
5.74
6.0
12.86
10.1
99.1
3.70
2.22
8.80
7.28
8.0
16.98
13.3
130.5
3.80
2.31
8.70
7.19
10.0
21.02
16.5
161.9
3.88
2.39
8.62
7.11
12.0
24.98
19.6
192.3
3.96
2.47
8.54
7.03
8.0
17.42
13.7
134.4
5.23
1.53
9.77
5.97
407.2
70.2
432.8
10.0
16.9
165.8
5.32
1.61
9.68
5.89
499.1
85.3
529.8
54.6
12.0
21.56 25.62
20.1
197.2
5.41
1.69
9.59
5.81
587.0
99.5
622.2
64.3
158.9
4.46
581.2
123.3 152.4
8.0
20.58
16.2
2.73
10.54
8.77
465.7
238.9
10.0
25.52
20.0
196.2
4.55
2.82
10.45
8.68
714.3
30.38
23 8
233.5
4.64
2.90
10.36
8.60
345.3
841
15.0
37.52
29.5
289.4
4.76
3.02
10.24
8.48
573.3 676.5 823.5
293.4
120
85.6
.4
180.4
4186
1020.9
2212
ISA 200100 10.0
29.03
22.8
223.7
6.96
2.01
13.04
7.99
1210.0
209.2
1286.7
132.5
12.0
34.59
27.2
266.8
7.05
2.10
12.95
7.90
1431.7
246.2
1521.0
156.8
15.0
42.78
33.6
329.6
7.18
2.22
12.82
7.78
1750.5
298.1
1856.7
191.9
ISA 200150 10 0
34.00
26.7
261.9
5.99
3.51
14.01
11.49
1377.9
669.6
1696.6
350.8
12.0
40.56
31.8
312.0
6.08
360
13.92
11.40
1634.9
793.2
2010.8
417.2
150
50 25
39.4
386.5
620
3.72
11.28
2461
.9
513.6
59.76
46 9
460.1
6.33
3.84
2005.6 2359.4
969.9
18.0
13 80 13 67
2889.5
6069
11.16
11369
(Continued)
SvH
l
1
l'
S
!
!
;
1
v'l
l
'
VI
v\v,| IJV
TARI.K
1 /c.mMi
ROLLED STEEL UNEQUAL ANGLES DIMENSIONS AND PROPERTIES V
Y
X
aKM
Mtsfe*
,n
f«*r
cm
cm
«?
r
cm
Ui\
20 20
Its
M
044
18,1
7,ff
0,44
31 5
37 0 43 3
1.27
100
00
0 43
200
1
37
»#6
103
0 47
1
52
14.2
1,32
107
04 05
042
104
041
104
540
01
a 5 55
1
YU YU
M2 MO
3.50 5,40
1
3,12
0,10
4,01
M4 MO
400
m
50
23
52 52
14,4
5 45
1,50
542
1
SO
4.23
1
02
2 02
4 21
1
a**
207
4,10
1
at? 320
202 2 00
MM
270 270
4
aoi
4*a
2.01
4
00 07
4
1
4 01
1
4 72
1
1
0,42
mm
mm
75
50
00
55
tut
24 5
325
0,55
53 4
230 272
13 0
a 55
047
103
0 54
74 2
07 224
115
01
30 3
14 2
0 37 0 30 0 30
20
01
4 45
2v\5
23,1
14 0
0 57
2,0
4,41
2.02 2 02
300
105
57 0 44 0
22 2 27 1
OS057
4
50 35
2 01
25 20
4,25 '
II
00
00
41
0
307
00
043
0 50
110
0 27
51 0
14 5
020
1
30
01 2
17,1
0 20
27 2 55 0
0 30
402 424
0 30
241 0 205 0
0,57
342 0
245
332
2,44 2,44
44 2 54 2 05 3
4,72
0 07
4M
322 520
074
5 22
245
004
040
2 00
214
22 0
202
0 40
2 07
0 00 0 05
2 15
1100
31,1
040
2 04
0 52
2
130,1
303
oaj
4
44
7,00
5 21
20 3
o 35
442
704
521
117,4
503 020
4v1i
4 50
7,00
320
1434
0 20
4
50
0 25
3 12
172 5
1-'
00 0 101 3
0 30
ISA 12575
ISA 12525
110 0 135 0 137 7
41 7
3.31
i&A 10075
02 2
00 52
a 4i
ISA 10003
740
1
1
ISA 2000
42 0 00 7
0.55
1
ft
4
05
12
Him
4 *
K,
11,2
1
iV**^.vaKv>
X
&
Ml
1JM
fVviuvi
At
cm*
1
310
IWfc#
*1
1
i
At
cm
% %
,104
1
a
ft*
,107
rm
470 474
km
0$ a* oo
2 01
3,16
:*«s
1,71 1
3.14
i
,vf
T".^v
100
00
0
7 5
11
25 3 1102 1552
t&A 15075
1252
>*A 150115
0 27 0 20 0 20
12 0
00
204 0 555 3 405 4
0 50 030 0 35
13 5
25
504 002
1
1
0105 250
1
ISA
-WM00
sun.
10
taulls
Y
TABLE 3
ROLLED STEEL TEE BARS DIMENSIONS AND PROPERTIES Y Designation
Weight pef Metre
Size
b
*
h 1
Depth
Width
<W)
Sec Dona Area
^
a
h
b
cm 2
mm
mm
1
of
Section
Thickness Thickness of
of
of
Range
Range
Web
Gravity
1
N
Centre
of
*r
'4
mm
cm
Moments
of
Inertia 1
cm
cm 4
cm 4
3.0
0.60
0.4
02
3.0
3.0
0.83
1.4
0.6
40
6.0
6.0
1.20
6.3
3.0
50
50
6.0
6.0
1.44
12.7
5.9
6.90
60
60
6.0
6.0
1.67
22.5
10.1
mm
ISNT 20
20 x 20
0.9
8.8
1.13
20
20
3.0
ISNT 30
30 x 30
1.4
13.7
1.75
30
30
ISNT 40
40 x 40
3.5
34.3
4.48
40
ISNT 50
50 x 50
4.5
44.1
5.70
ISNT 60
60 x 60
5.4
53.0
ISNT 80
80 x 80
9.6
94.2
12.25
80
80
8.0
8.0
2.23
71.2
32.3
ISNT 100
100
x
100
15.0
147.2
19.10
100
100
10.0
10.0
2.79
173.8
79.9
ISNT 150
150
x
150
22.8
223.7
29.08
150
150
10.0
10.0
3.95
603.8
267.5
100 x 75
15.3
150.1
96.2
230.2
ISHT 75
19.49
75
150
9.0
8.4
1.62
ISHT 100
250
x
100
20.0
196.2
25.47
100
200
9.0
7.8
1.91
193.8
497.3
ISHT 125
250
x
125
27.4
268.8
34.85
125
250
9.7
8.8
2.37
415.4
1005.8
ISHT 150
250
x
150
29.4
288.4
37.42
150
250
10.6
7.6
2.66
573.7
1096.8
ISST 100
50 x 100
8.1
79.5
10.37
100
50
10.0
5.8
3.03
99.0
9.6
ISST 150
75
x 150
15.7
154.0
19.96
150
75
11.6
8.0
4.75
450.2
37.0
ISST 200
165 x 200
28.4
278.6
36.22
200
165
12.5
8.0
4.78
1267.8
358.2
ISST 250
182x250
37.5
367.9
47.75
250
180
14.1
9.2
6.40
2774.4
532.0
ISLT50
50 x 50
4.0
39.2
5.11
50
50
6.4
4.0
1.19
9.9
6.4
ISLT 75
80 x 75
7.1
69.7
9.04
75
80
6.8
4.8
1.72
41.9
27.6
100 x 100
12.7
124.6
16.16
100
100
10.8
5.7
2.13
116.6
75.0
50 x 75
3.5
34.3
4.50
75
50
4.6
3.0
2.00
24.8
4.6
x 87.5
4.0
39.2
5.14
87.5
50
4.8
3.2
2.50
39.0
4.8
60 x 100
5.0
49.0
6.32
100
60
5.0
3.4
2.81
63.5
8.6
ISJT 112.5 80 x 112.5
6.4
62.8
8.14
112.5
80
5.0
3.7
3.01
101.6
20.2
ISLT 100 ISJT 75
ISJT 87.5
ISJT 100
50
(Continued)
In
ISNT
sections, the taper of
one degree
is
divided equally
between the web and the
flange.
11
rolled steel tee bars
TABLE
•b-*1
—
Cee
r
ROLLED STEEL TEE BARS
X
xT
1
T~3
3 (Comd)
|j£
DIMENSIONS AND PROPERTIES
r
r
Radius
Moduli of
Radii of
Section
Gyration
at
Root
Radius at
Slope of
Designa-
Toe
Flange
tion
/X '*T
V
1
1
zm
ri
'*
D
”s
mm
degrees
Z cm
mm
0.2
4.0
3.0
20
0.3
ISNT
0.39
91
0.59
0.4
5.0
3.5
30
0.6
ISNT
0.57
91
0.89
1.5
5.5
91
40
2.2
ISNT
0.82
4.0
1.10
2.4
6.0
91
50
3.6
ISNT
1.02
4.0
1.50
6.5
60
3.4
ISNT
5.2
91
1.21
4.5
1.81
8.1
91
80
12.3
8.0
ISNT
1.62
5.5
2.41
16.0
9.0
ISNT 100
24.1
91
2.05
6.0
3.02
35.7
10.0
ISNT 150
54.6
91
3.03
7.0
4.56
30.1
8.0
ISHT
16.4
94
3.44
4.0
2.22
49.3
9.0
ISHT 100
24.0
94
4.42
4.5
2.76
79.9
10.0
ISHT 125
41.0
94
5.37
5.0
3.45
87.7
11.0
94
ISHT 150
5.41
46.5
5.5
3.92
3.8
8.0
98
ISST 100
0.96
14.2
4.0
3.09
9.9
9.0
98
ISST 150
1.36
43.9
4.5
4.75
43.4
16.0
98
ISST 200
3.15
83.3
8.0
5.92
59.1
17.0
98
ISST 250
3.34
149.2
8.5
7.62
2.5
7.0
91.5
ISLT 50
1.12
2.6
3.0
1.39
6.9
91.5
ISLT 75
7.2
3.0
1.75
9.5
2.15
15.0
98
ISLT 100
14.0
5.5
2.15
11.0
2.69
1.8
5.0
91.5
ISJT 75
1.01
4.5
1.5
2.35
1.9
91 .5
ISJT
6.2
1.5
0.97
5.0
2.75
2.9
91.5
ISJT 100
8.8
1.5
1.17
5.0
3.17
5.1
6.5
91 .5
ISJT 112.5
1.58
12.3
1.5
3.53
cm
ISNT
cm
cm
3
sections, the taper of
one degree
is
divided equally between the
web and
75
the flange.
87.5
N
' •
m iahua
ROLLED STEEL BEAMS DIMENSIONS AND PROPERTIES
VVmKlM |*N Mwft*
h»*»
(W)
111
N
1
1
N l!U»
1!H>
7
1
<
i‘ui»
»;*
8
1
to*
cm* 0 01 10 28
07 1 12* *
1284 i*28
nun him
,*i*o
Ud
.*.•1
12 8
hu n
mm ioo IfUll U'A
mm ibo mm if* mm
’>
7
of
Of
0»k H«»n
Miinuo
Mmu)«t
W«h L
h
li
li
mm
mm
mm
1*0 17*
200 22*
*0 *0 *0 *0
4* 4* *0 *0
MhiiiumI**
Kn«»u*»
Iinullti
Ihntll of flyrmwio
A
^
•
|
cm
I
,
•»
cm 4
cm 5on *83
0 07
02 07
750,7 1306,5
17.3
7 8*
1
17
40 *
807
1
*8
7,71
7*
1.14
40
1*00
100 127
3.0/
100
*0 *4
727
ton
*0 *0
3 7
7**
0*
1,12
VI
lilt 7
1* 12
12*
7*
0.6
4 4
40* W
43.4
* 10
1
U.8
mow
1*0
8 8
4 8
*0
5.1
8*2 70*
175
17*
7,17
1.03
2*27
.3)0
HH)
73
*4
5 56,2 1005 2 WO* *
6.17
21 30
*0 00
11* 4
8 10
2 13
22* 2*0 27*
100 12*
*
5*
0 1*
5,1
2*01 0 3717 8
112.7
8.2
103 4
to 16
233
140
W *
ft
4
5375.3
257.0
11,31
281
1*0 1** 1**
04 0*
5,7
7332 0 0874 8
37*2
12 3*
*10 8
1
141
2*0 305
11 4
13158.3
831 0
14 4*
3.17
10305 3 2/536.1 38*70.0
71*4
1*33
3 15
653.0 10*3 0
18 20 20 10
334
1333.1
21,00
3 4*
1821 0
23 08
370
11
10W
.v**
»»*
2.X) *
2002
i?.t
73
7
33 0
323
7
3* *3 42 02
.ioo
377 43
3*0 * 498 «
4W0W
,w
1* 7
1
rt
1
4
mi n .mo
40*
4*3 *
*3 01
mi
*8 0
72 43
4(H)
1**
12*
3
***2 *40* 73* *
4*0 *00
170 160
13.4
7*0
*3 14 0* *0
WO 5*
14
0 2
3*3
*4* * 07*
100 «7
**0
100
1*0
00
12* *0
(XX)
210
1* *
10 *
*31*1 * 728*7 *
112* 127*
14*0 1**0
100
7*
4 0
2*7 5
40 8
4
12*
75
4 4
4400
437
4 W
72* 4
*2 6
5 20 * 18
II
t«
•mk.
mm
mo
mi n m*o
mi n
nno
mm *oo
It*
V
00 *
If'.MH
too
n
mwii
*.*n
*
1
70 74
04
3 20
4* 2
10(H)
1*0
*0
10 3
1*0 3
24 *2
17*
00
H*
* *
1272 0
200 22*
10*
5,7
223*4
1*0 0
8 32
2 15
31
32 33 30 72
100
.vft
;mo 2 30*
7.10
2*4
680
,*oo
110
11
W
w *
3441 W
2183
0 31
234
37 3 44 t *2 4
30* O 433 * *14 0
47 ** ** 2*
250
12* 124
W0
5131 *
334 5
10 30
7*
**
360
14 2
5.1
8*03 * 13530 3
4530 5377
12 37 14.?t
2 6* 2 64
71
12* 140 140
MU
1
7tt 4(t
4i>0
1W0
W 0
02 27
4*0
20456 4
710 0 *!U *
04 30300 W
too
822 1 *34 0
18 1* 1* 15
2 82
17 4
110 74
140 1*0 1*0
4*21*3
1380 8
20 21
3*2
ISMIl
1**0
IBMti
t
/ft
mMH ISMH
itiMO .-no HHt .IftO
*
It!
mwo
72 4
mw
!
1
tr'.Mll 40k)
tOMH
1
*4 00
1
80
72 7* 7*
130 140
tflMM
01
1
m> o
MX) 32* 360
l:U
cm
322 1 470 3
3 o 3 2 3.7
|
c
mm 3
«*(
y.
oo
„
mm mm mm
IttkknuhH
of
It 1
30 3 1*3 11 104 2
mi n
f hw
WMIh of
Mini
Ai*m
mto
.HH)
172
10 2
20
1
87 82 8*
1
8*
1
1
284 3 0!
KOI
I
D
I
SI
I
I
I,
Ml
J3
AMS
TABLE
4 (ConuL)
ROLLED STEEL BEAMS DIMENSIONS AND PROPERTIES
Radius
Moduli of Suction
cm 3 42.9
cm J 3.7
of
Root
Ton
Flan go
'f
T,
D
5.0
mm 1.5
3.9
5.0
1.5
78.1
5.8
5.0
1.5
19 4
10.1
4.0
/\ I
mm 130.4
91.5
155.0 179.5
91.5 91.5
b,
ft*
C
mm 9.80
10 00 10.25 11.95
mm
mm
23.50 23.40 28.38 38.15
3.00
3.35
3.10
320 3.35
6.5
1.5
91.5
201.5
6.5
2.0
91.5
51.7
11.65
73.0
13.50
23.15 23.00
95.4
14.80
35.30
3.70 3.90
33.6
5.1
7.0
3.0
65.1
11.6
8.0
3.0
91.5
r
R/vot
3.50
mm
mm
30 30 30 40
45 45 45 45
6 6 6 12
ISJB ISJB ISJB ISJB
30 30 35
50 50
6 6 12
ISLB 75 ISLB 100 ISLB 125
40 50 55
50 50 50
12 12 16
ISLB 150 ISLB 175 ISLB 200
55 60 60
16
22 22
ISLB 225 ISLB 250 ISLB 275
125.3
17.7
9.5
3.0
91.5
169.7
23.1
9.5
3.0
91.5
165.7
17.15
37.60 42.45 47.30
222.4
22.5
12.0
6.0
98
180.3
22.35
47.18
4.45
59.45 66.80
4.55 4.70
55 65 80
9.5
a,
mm
141.6
13.8
nation
Flange 1
ft,
dogroos
91.5
91.8
Des»g
(Min)
54 8 116.3
size of
at
mm
Maximum
Connoction Dotoils
Slope
at
/V 1
Radius
3.0
91.5
116.9
16.55
16.70
4.05 4.20
—
150 175
200 225
297.4 392.4
30.9
13.0
6.5
41.0
14.0
7.0
98 98
202.6 223.7
23.70 25.65
488.9
50.2
15.0
7.5
98
245.1
27.45
71.65
4.85
90
60
22
ISLB 300
607.7
61.9
16.0
8.0
98 98
266.5
29.25
79.00
5.00
30.85
78.80
5.20
100 100
65 65
25 25
ISLB 325 ISLB 350
5.50
65 70 70
25 25 28
ISLB 400 ISLB 450 ISLB 500
100 140,100
70 75
32
ISLB 550
25,32 ISLB 600
35 35 40
55 55 55
12 12
50 55 60
55 60 60
12 16
20
ISMB 175 ISMB 200 ISMB 225
65 80 80
65 65 65
22 22 22
ISMB 250 ISMB 300 ISMB 350
80 90 100
70 70 75
22 22 28
ISMB 400 ISMB 450 ISMB 500
751.9 965.3
76.6 86.8
16.0
16.0
8.0
8.0
1223.8
100.4
16.0
8.0
1543.2
118.2
17.0
8.5
1933.2
140.5
18.0
9.0
2428.9
173.5
20.0
10.0 4.5
51.5
10.9
9.0
71.8
11.7
9.0
4.5
96.9
13.1
9.0
4.5
145.4
18.9
10.0
5.0
223.5
30.0
11.0
5.5
305.9
39.7
12.0
6.0
%
410.5
53.5
13.0
6.5
573.6 778.9
64.8
14.0
7.0
76.8
14.0
7.0
1022.9 1350.7 1808.7
88.9
14.0
7.0
111.2
15.0
7.5
152.2
17.0
8.5
288.3
98 98 98
336.2
31.90
78.50
384.0
33.00
80.70
5.80
100 100
430.2
34.90
85.40
6.10
100
98 98
476.1
36.95 39.90
90.05 99.75
6.45
520.0
98 98 98
65.0
17.50
35.50
3.50
89.2
17.90
35.30
3.70
113.9
18.05
37.60
3.90
134.5
20.25
42.25
4.25
152.7
47.15 51.75
4.35
173.3
23.65 25.85
98 98 98
98 98 98 98 98 98
\
6.75
4.75
194.1
27.95
29.25 31.00
59.05 66.25 65.95
4.95
241.5 288.0 334.4 379.2
32.80 35.40
65.55 70.30
5.95
424.1
37.95
84.90
6.60
5.25
5.55
6.20
12
ISMB 100 ISMB 125 ISMB 150
(Continued)
‘The value
of
‘g’
are meant for one row of rivets only.
VTT >L Tito
TABLE
4
i?>
(CantcL,
ROLLED STEEL BEAMS O'MENSIONS
r
^
Dmqntk on
i»riow*
<W>
yx
3
Am
rA
*
tocbon h
H
*SVB 550 -SV3 eoo
103 7 122 €
IS//3 150 tSV/3 175 I3V/3 200
17 0 22 1 22 5
cm* 13211 12027 15521 1017.3
166 5
21 67
2162
25 11 36 71
222 5
Httti
r*wn
550 600
IMMtThdnM
A
*•6
b
210 100
7.0
2CO
74 90
225 250 300
150 200 200
99 90 100
64 67 74
11.4
60
13.0
^ 6
tSV/3 225
239
222 6
SV/8 250 37/2 3CO
40.9
401 2 471 9
61 33
559
5522
7250
€6 7
654 3 55 01 772 9 1C1.15
250 400 450
200 250 200
154
92
500 550 €00
250 250 250
176
?SV/B 300 IT//E 400 :S7/3 <00
45
T
774
4324 5205
2501
525
14558
431 7
540.0
650 629
354 244 355
3oe 246
300 2
150 150 150
150 150 150
9J3
iS^S 2C0 13*3 200
373 400
3659 392 4
47 54 50 94
•?3*S 225
431
422.2
54 94
200 200 225
200 2CQ 225
225 13*3 250 .'SH8 250
465
459.1
0
5002 5366
59 66 64 96 69 71
225 250 250
225 250 250
300 300 350
250 250 250 250 250 250
250 250
724 774
7702 7593
6 22
2^4 104%
350 400 400
572 725
5554 111 14 9074 117 93
450 450
13H0 450 450
9221
m%
4 C2
52362
34 46 26 96 44 C6
250 tfHB <00 rS^a 4C0
12 66
ItS 115625 6
236
2659
65 91
900.1
525
27
674
3621 6
21 3
fSHB 150 iS^B 150 JSHB 150
74 65
222 4C6
456
250
5025
352 1063
20 77 22 56 24 97
600
5766
6575
2357 8 2740 5 4702 5
124 56
"615 0 661 2
446 6
99 52290 9 105 74905 1 112 106136 5
1423 4
555
39205 534.3.1
4
1451
63 0
299 259 2V9
15 62
SSW8 €00
^s^a sco ;SH3 250
622 723 546
17067
732 7
/$r+3 2CO
34 5 165 € 325 5
1
453 454
!S7/3 $00
547
15094 26245
1462 1660
933 9 121 22 1702 6 143 34 1311 6 17026
51
4 12
11752
952
iSr-3
24 24
OB
1366 0
112-5
2394
3 72
CUR*
5521 7
550
1
•*
22426 7 35057 6
J9W9 500 •3-//B
r
cm 2215
639
61
»
f
1633 8 2651 0
ci**
112 64*93 € 120 91813 0
54 56
A •
(
PM 193 206
125 140
150 175
A _ I
tf
Vfl
1>0
5f r jf//
-/ -•*•*.*
*
Of
racsy*
PROPERTIES
Aftf)
14.7
90 90
54 84 11
1
3
1635 6
460 3 434 9
1
6 GO
If
5 11
90 90
6.1
36054
567.1
8 71
451
78
3721 3
9346
9.1
6.5
52795
1353 5
555 380
442 496
9.1
86 69
5473 3 7736 5 7363 9
1396.6
953
484
19612
1031
5 49
2011 7
1070
557
10.6
76 125452
21936
106
94
6
83
2246.7 2451.4
1236 1270 1493
5 29
11
129502 131597
11
6
1
136C28
9.1
12.7
106
25063 5 25623 5
25105 27288
14 65
127
2763 0
1661
522 526 5ie
23852 30450
18 73
5-15
1850
503
97 97
13 7
137
88
10
98 39210 5 113 40349
18 37
541
534
(Ccr'irjei)
KOI
I
I
Si
I)
l
l
I.
15
IUIA.MS
TABLE
4 (Canid)
ROLLED STEEL BEAMS DIMENSIONS AND PROPERTIES
lT
JlU
Moduli of Suction
A
Radius
Radius
Slope
at
at
of
Root
Too
Flango
~i
Connection Details
Maximum
/\
Size of
nation
Flango 1
I
D
D**ig*
ft,
C
**
Q
Qi
Rivet
(Min)
cm,
mm
mm
cm 3 193.0
180
3060.4
252.5
20 0
10.0
111.9
19.0
8.0
4.0
172.5
30.2
8.0
4.0
£62.5
47.0
9.0
4.5
348.5
59.8
9.0
4.5
475.4
85.7
10.0
5.0
654 8
99.0
11.0
5.5
2359.8
degrees
98 98
9.0
mm
mm
mm
mm
41.25
89.40
7.10
100
45.15
99.00
7.50
140,100
75 80
4.20 4.40
55 65 80
55 55 55 55 60 60
96 96 96
116.6
16.70
139.5
17.75
158.8
20.60
47.30 59.60 66.95
96 96 96
181.4
21.80
71.80
4.70
90
203.8
23.10 24.95
96.65 96.30
4.85
140,100 140,100
27.25 29.75
96.00
5.50
340.5
95.70
5.80
250.1
4.55
5.20
119.40
7.10
140
80
32
ISWB 500 ISWB 550 ISWB 600
119.10
7.40
140
80
32
ISWB 600
72.30
4.20
19.0
70.80
5.70
112.0
19.0
69.10
7.40
90 90 90
55 55 55
22 22 22
ISHB 150 ISHB 150 ISHB 150
158.4
20.8
96.95
4.55
158.4
20.8
96.10
5.40
180.5
22.2
109.25
4.75
140,100 140,100 140
55 55 55
94 94 94
180.5 203.5
22.2 23.2
108.20 121.55
4.95
203.5
23.2
120.60
5.90
140 140 140
55 60 60
28 32 32
ISHB 225 ISHB 250 ISHB 250
94 94 94
249.8 249.8
25.1 25.1
121.20 120 30
6.20
296.0
27.0
120.85
5.65
140 140 140
60 60 60
32 32 32
ISHB 300 ISHB 300 ISHB 350
94 94 94
296.0
27.0
299
340.1
29.9
119.95 120.45 119 70
6.55
340.1
140 140 140
60 65 65
32 32 32
ISHB 350 ISHB 400 ISHB 400
120.10 119.35
640
140 140
65 65
32 32
ISHB 450 tSHB 450
34.50
120.05
6.45
473.4
38.30
119.75
8.5
514.2
42.90
18.0
9.0
96
507.9
46.05
8.0
4.0
112.0
19.0
60.2
8.0
4.0
112.0
218.1
63.2
8.0
4.0
94 94 £4
360.8
96.7
9.0
45
372.2
98.6
9.0
4.5
469.3
120.3
10.0
5.0
94 94 94
4870
123.0
100
5.0
618.9
156.9
10.0
5.0
638.7
159.7
10.0
5.0
836.3
175.5
11.0
5.5
8633
178.4
11.0
5.5
1094 8
196.1
120
6.0
1131 6
199.4
12.0
6.0
1404.2
218.3
14.0
7.0
1444 2
221.3
14.0
7.0
1742 7 1793 3
2388
15.0
7.5
242.1
15.0
7.5
7.0
2091.6
239.0
15.0
7.5
2723.9
299.2
16.0
8.0
3540.0
376.2
17.0
38542
423.9
194.1
57.6
205.3
The value
of
‘g’
are meant
94 94
for
ISWB 350 ISWB 400 ISWB 450
32 32
431.0
14.0
22,32 22,32 22,32
70 75
96 96 96
170.7
ISWB 225 ISWB 250 ISWB 300
22
140 140
6.10
1558.1
22,32 22,32
6.75
95.40
6.5
ISWB 150 ISWB 175 ISWB 200
60 65
33.00
6.0
13.0
16
22 22
ISMB 550 ISMB 600
140,100 140,100 140,100
384.0
12.0
mm 32 25,32
509.7
295.5
117.6
138.8
mm
467.5
96 96 96
887.0 1171.3
mm
3862
31.9
386.2
31.9
one row
ol rivets only.
5.80
5.30
6.05
680 7.15
70
22,32 22,32 28
ISHB 200 ISHB 200 ISHB 225
J
i
Y
c
y y
-
TABLE
t f
5
ROLLED STEEL CHANNELS DIMENSIONS AND PROPERTIES Y Weight per
D#**gnnt»on
/X
Thick*
Centro
of
n»»na of
noss of
of
Section
F Lingo
Flringo
Ornvrty
0
h
b
1,
Web L
cm ?
mm
mm
mm
mm
cm
cm 4
cm 4
100 125 150
45 50 55
5.1
3.0
1.40
123.8
14 9
4
2700
25 7 37 9
5.18 6.10
Thick-
of Inwiui
A 1
'
l
L
'm
1
•<0
58
N
7.9
569 775
10 07
99
97.1
12.65
ISJC 175 ISJC 200
11 2 13 9
109.9
14.24
175
136 4
17 77
200
60 70
ISLC 75 ISLC 100 ISLC 125
5.7
559
726
1
35
10.02
40 50 65
3.7
77 5 105 0
75 100 125
6.0
7.9
6.4
4.0
1.62
6.6
4.4
2.04
356.8
7.8
4.8
2.38
95
5
2.40
10.8
2.35
ISJC too ISJC 123 isjc iso
Raytn of Qyrni^n
Width
of
A(o;i
(W)
i
Moments
Depth
Sectiorutl
Motio
10.7
7.41
13.67
66
3.0
1
64
6.9
3.6
1
.66
471
1
cm
cm
09
1.42 1
60
1.73
69
36
1.75
719.9
50.5
7.11
1.88
7.1
4.1
1.97
11612
84.2
8.00
2.18
66.1
11.5
3.02
1.26
164.7
24.0
4.06
1.57
57.2
5.11
2.05
697.2
103.2
6.16
2.37
1148.4
126.5
7.16
1725 5
146.9
8.11
238 237
9.14
2 62
ISLC 150 ISLC 175 ISLC 200
14.4
141.3
18.36
17.6
172 7
22.40
150 175
20.6
202.1
26.22
200
75 75 75
ISLC 22 5 ISLC 250 ISLC 300
24 0 2354 28 0 274.7 33 1 324 7
3053
225 250 300
90
10.2
5 8
2.46
35 65
100 100
10.7
6.1
2.70
2547.9 3607.9
209.5 298.4
10.17
2 89
6
6.7
2.55
6047.9
3460
11
98
2.87
ISLC 350 ISLC 400
38.8
380.6
49.47
45.7
4483
5825
350 400
100 100
8 67
75
70
100
125
40 50 65
ISMC 75 ISMC 100 ISMC 125
42.11
6.0
66 7
9.2
90.3
12.7
124 6
16.19
ISMC 150 16.4 160 9 ISMC 175 19 1 1874 ISMC 200 22.1 2168
20 88
150
2438
175
2821
200
75 75 75
ISMC 225 259 254.1 ISMC 250 304 298.2 ISMC 300 358 351.2
3301
3867 4564
225 350 300
80 80 90
4130
5366
484 6
62 93
350 400
100 100
ISMC 350 42 ISMC 400 49
1
4
11
11
1
55
12.5
7.4
2.41
9312.6
394 6
13 72
2.82
14.0
8.0
2.36
13989.5
460.4
15 50
2.81
7.3
4.4
1.31
76.0
12 6
2.96
7.5
4.7
1
53
186.7
25.9
8.1
5.0
1.94
416.4
59.9
400 507
1
21
1.49 1.92
9.0
5.4
222
779.4
102.3
6.11
2.21
102
5.7
2.20
1223.3
121 0
708
223
11.4
6.1
2.17
1019.3
140.4
8.03
2.23
12.4
64
2.30
9 03
2.38
7.f
2.30
2694.6 3816.8
1872
14.1
219.1
9.94
238
136
7.6
2.36
6362.6
310.8
11.81
261
13.5
8.1
244
10008 0
4306
13 66
2 83
15.3
86
2.42
15032.8
504.0
15.48
2.03
(Continued)
sou-TD sth :
ch^v; us
TABLE i
J|
•
5 fCamdi
4
Li
»,
ROLLED STEEL CHANNELS ] '
DIMENSIONS AND PROPERTIES
4fe 4
Iftodul
cs
Sector
Ser* JC
ac
Co’-oedc^
Detain.
c*
sf
UDT
r iar^e
4
2.
r.
r.
0
±,2
h.
C
r
S’
=K'rf
*V»r»>
_
mm
24 r
4 S
6.0
432 52S
76 5 5
60 70
c?r
;
.
mm 20 25
770 363
50
20
30 35
315 315
1461 1665
•45 153
23 2
5.1
56
35 40
50 50
20 22
iSJC 175
330
123 122 142
122 22
52 55
303
63
20 20
315 915
504
45
125
7.0
25
31
355
35
31
4.0
1725
255
2255
323
11 X)
45
74.3
1
40
35
175.3
24 5
42.1
60
35
132 3 2^5 ^
255 273
45.7
73 73 52
50
470
SO 60
so 60
22 22
iSLC
3X
453 460
53 95
SO so
65 55
23 22
SLC SLC
350 ad:
173 227 300
53 62 65
21
—
23 35
50 55
12 16 22
34 9 34 7 34 5
69 72 76
40 40 *0
55 55 60
25 25 25
SVC 75 SVC IX SVC 125 SVC 150 SVC 175 SVC 200
352 365 412
73 55
45 45 50
60 65 65
25 25 23
60 60
65 70
23 22
60 70
35 35
2313
29.1
357.1
31 4
235 375
47 75
25 90
35
41 4
16.2
35
56 5
13.1
3 5
45 45 50
35
640 254
120 195
-33 5
19 4
10.0
35
IDS 7
21 7
35 35
•254 1502
233 243
1703 1325
271
240 7
29 5
238
303 336
35
22 5
105
a
11.0
50 55 55
2355 3253 424 3
325
12 0 12 0 13 0
60 50 55
35 35 35
571 9
573 565
14 0
70
35 35
of g' a'e
meart
250
70
13 0 14 0
Values
SLC SLC
34 2
52.0
The
22
20.0
50 55 55
502
75
200
4j
5955
150
SLC SLC
40
5321
1
ISLC 150
63
11
754
25 25 25
iSLC -X ISLC 125
6.6
12 3
35 4
5 3
12 16 22
I9LC 75
50 50
35.0
4£4
46 s
—
22 35
351
42.5
m
21
•65 •22
4332
-M3
SJC 200
1170 1356 1500
225 C
-355
*25 150
5 315 315
55 55 60
0
10
30
43 73
so 20 25
SJC SJC SJC
5.1
17 6
24 2
12 16
235 25.7
50
232
4.5
13
14 4
72
533
rrcr.
50 50
45
2
11 5
131 3
mm
25 25
0
121
•57
*
mm
TDTTi
21
30
533
57
mrr
11 5
315 315
1161
333
mm
SIMA
9* 5
for
227
1
3325
one rcw
erf
9.1
460
96
45 7
101
rrvets onty.
*57
225
ISVC 225
SVC
250
‘SVC
3X
SVC
350
ISVC
ax
I>1
MM.I
TABLE
f
AM'
I
6
PROPERTIES OF
TWO EQUAL
ANGLES BACK TO BACK y
f>«/*
Oea-gn/tfKxi
C*ch
A
M
Th*. Warn
WetgM
Arvglo
*
B
r*f
M'/rwjt
Metre
Area
of
(W)
a
Inert**
'if
of
f
la
'm
1 i
rnm
ISA SOSO
ISA 5555
ISA
Wfl
ISA 0646
ISA 7070
ISA 7575
ISA 5CAO
50
55
50
65
'si
o
75
60
*
/
/
*
*
*
*
mm
mm
g
50
30 40 50 60
46
45
60
569
76 90
74 6
55
50
65
o
75
60
50 60 60
1
cm*
cm 4
cm*
5.90
7 76
136 162
66.3
9 56 11 36
22 0 25 6
38 50 62 72
82
604
10.54
1
96 1 125 6 155 0
12.52
294 346
74
9.6
66
1
67 66
44 0 52 6
4
1
64
14.0
1
62
1
82
N 1
100
126 156
50 60 60
00
66 3
11.50
364
86
106 140
1059
45 2
137.3
13 66 17 92
100
17 2
166 7
22 00
69 6
104 136 168
96
96.1
1250
49 4
6
1136
14 66
562
154 166
151.1
100
164 4
19 52 24 00
900
50 60 60
106 126 166
104 0
13 54
1236
1612
62 2 73 6
162 6
21 16
100
20.4
200
50 60
13 6
6 0
176
111 6 133 4 174 6
100
220
2156
60 60
146
1432
19 2
too 120
23 6 26 0
166 4 231 5 274 7
50 60 60
11
11
4
1
16.36
20 04
560
74 6
11
104 124 162 198
cm 1.53 1
53
152 1
51
1.62 1 1
1 1 1 1
60 76
99 38 96 94
94 6
122 146 190
2.12
26 04
114 4
23 4
2.10
14 54 17.32
774
14.2
231
91 4
168
22 76 26 04
1160 1428
220 270
230 226
16 56 24 42 30 10
1120 1450
3562
175 4 203 8
192 25 2 31 0
366
2.15
214
2 26 2 46 2 44 2 41
239
(Continued)
--
*o
>
•
-m.
Wrii.s
3UX
to av.x
iV
TABLE s
r
1
1
-
1
*
1
6
icomid-i
x
PROPERTIES OF TV/O EQUAL
\\
X
ANGLES BACK TO BACK Jc !
* Of
rjt
Gr*^afjcr
»
Graves
r
V-V 2^r_* r*
r
A
^ c-—
00
05
10
IX
15
22
202 205
253 257 260 253
269 274 275 279
256
279 257
255 256 303
291
3.08
320 33C
296
314 215 322 328
330 323 339 3X4
3*
6060
333 335
54
6565
2X1
2X9 352 357
3X6
3 63
336 3X0 3X5 350
352 355
368 372 377 352
ISA 7070
3 72
288
•SA757*
391
err
1
xi
2.37
222 226 228
1
45
209
231
236 2X2 2XX 2X6
1.53
226 228 233 226
2X3 250 255 259
263 265 270 275
2X6 2X3 252 257
267 270 27X 279
282 265 269 295
266 265 272 275
287 289 29X 296
302
3.17
3 C4
320 325 330
256 256 293 297
3.06
321
310 3.19
32X 329 334
2C2 205
3.07
312 317
3X2 3X4 3X9 354
357 359
2-1 x
327 329 334 333
369
275 350 355
328 333 336 3X0
3X9 35X 356 362
363 359
379
3 94
Xio
2M
X 15
125
V32 157
1.57
65
1
1.72
65
1
1.69
1.77
65
1
1.77 1.81
189 1
57
1
29
:.3x 202 210
222
215 227 2 34
2X2
3 03
3.1
X
3C9 214
281
3.00
306 311
3 54
351
356
3.73
3 58
XOG 404
277
393
x 09
*34 5050
231
293 296
212
34 6555
3 ix
396 4 01
S4
30SC
420
(CowiffMtif;
STEEL TABLES
:o
TABLE
6
(Contd.)
PROPERTIES OF
X
TWO EQUAL
ANGLES BACK TO BACK
Designation
Size of
Thickness
Weight per
Sectional
Metre
Area
Each Angles
(W)
A
9
»
mm mm ISA 9090
ISA 100100
ISA 110110
ISA 130130
ISA 150150
ISA 200200
90
x
90
100 x 100
110 x 110
130
150
*00
x
x
*
130
150
200
t
mm
Moment of Inertia
Modulus of
Section
a
H
Radius of
Gyration r
«
1 i
kg
N
cm*
cm 4
cm*
cm
160.2 208.4 253.4
24.4
2.77
32.0
2.75
39.6
2.73
295.8
46.6
2.71
6.0
16.4
160.9
20.94
8.0
21.6
211.9
10.0
26.8
12.0
31.6
262.9 310.0
27.58 34.06 40.38
6.0
18.4
180.5
23.34
222.6
30.4
3.09
80
24.2
237.4
3.07
29.8
292.3
12.0
35.4
347.3
45.18
290.2 354.0 414.0
40.0
10.0
30.78 38.06
8.0
26.8
262.9
34.04
10.0
38.0
42.12
12.0
39.2
15.0
48.4
372.8 384.6 474.8
8.0
31.8
10.0
39.4
312.0 386.5
12.0
46.8
459.1
15.0
57.8
567.0
10.0
45.6
12.0
54.4
15.0
67.2
18.0
79.8
120 15.0
180 25.0
50.04
61.62 40.44
49.4
3.05
58.4
3.03
390.0 476.8
48.8
3.38
60.2
3.36
559.2 674.8
71.4
3.34
87.4
3.31
50.12 59.64 73.62
656.6 805.4 947.6 1149.2
447.3
58.06
1244.8
113.8
4.63
533.7
69.18
1470.8
135.4
4.61
659.2
85.56
4.58
101.58
1793.6 2097.8
167.0
782.8
197.4
4.54
73.2
718.1
90.8
890.7
93.22 115.60
1080
10595
137.62
147.2
1444.0
187 60
3577.8 4395.4 5177.4 6872.6
244.4 302.8 359 8 486.6
6.20 6.17 6.13 6.05
69.0
4.03
85.4
4.01
101.4
3.99
124.6
3.95
(Continued)
TWO EQUAL ANGUS HACK TO HACK
PROPERTIES OF
TABLE
21
6 (Cuntd)
PROPERTIES OF
TWO EQUAL
ANGLES BACK TO BACK
Distance of
Radii of Gyration About Y-Y Axis,
in
Design alien
cm
/\
Centro of
”1
i
Distance. Back to Back of Angles, in
Gravity
cm
0.0
0.6
1.0
1.4
1.8
22
3.68
3.88
4.02
4.17
4.32
4.48
4.38
454
cm 2.42 2.51
3.72
3.93
4.08
4.23
2.59
3.76
3.97
4.12
4.27
4.43
4.59
2.66
3.79
4.01
4.16
4.31
4.47
463
2.67
4.08
4.28
4.43
4.57
4.72
2.76
4.13
4.33
4.48
4.63
4.78
487 493
2.84
4.17
4.38
4.52
4.67
4.83
4.93
2.92
4.20
441
4.56
4.71
4.87
5.02
300 308
4.52
4 73
4.87
5.01
5.16
4.77
4.91
5.06
521
532 537
3.16
4.60
4.81
4.96
5.11
5.26
541
3.27
4.65
4.87
5.02
5.17
532
5.48
350
5.34
5.54
5.68
5.82
5.97
6.12
3.58
537
5.58
5.72
5.86
6.01
6.16
366
5.41
562
5.76
5.91
6.06
621
3.78
5.46
5.67
582
5.97
6.12
6 27
4.56
4.06
6.15
6 36
6.50
6.64
6.78
6.93
4.14
6.20
6.40
654
6.68
6.99
426
625
6.46
6.60
6.75
683 690
4.38
631
6.52
6.67
6.82
6.97
7.12
5.36
8.19
9.39
853
867
8.31
549
826
8.46
8.60
8.74
5 61
8.31
8.52
880
844
865
8 66 8.79
896 902 909
588
858 894 909
8.94
ISA 9090
ISA 100100
ISA 110110
ISA 130130
ISA 150150
7.05
9.24
ISA 200200
SIT EL TAHLK5 Y
TABLE
7
TWO UNEQUAL
PROPERTIES OF
ANGLES BACK TO BACK (LONGER LEGS BACK TO BACK) Design ahon
S»2« C?
Thickness
Weight per
Sectional
Metre
Area
Each Angles
<W)
AxB
ISA 6545
ISA 7045
ISA 7550
ISA 8050
ISA 9060
ISA 10065
ISA 10075
|
kg
45
5.0
82
30.4
6.0
9.3
96.1
80
128
125.6
16.34
70
75
50
90
100
100
x
x
x
x
x
x
45
50
50
60
65
75
Sectjcn
Radars of
Gyration
/
t
u
•a
,
mm
x
of
*9
j
r
McXJUfUS
of Inertia
mm mm 65
Moment
N
cm 4
cm*
cm
10.52
44.2
100
2.05
12.50
52.0 66.4
11
8
2 04
15.4
2.02
cm*
5.0
8.6
54.4
11.04
544
11.4
222
60 80
10.4
1020
13.12
64.0
13 6
2.21
13.4
131.5 162.8
820 906
2.19
16.6
17.16 21.04
17 8
100
21 8
2.16
5.0
9.4
92.2
12.04
68 2
13.4
238
60
11.2
109.9
14.32
605
16.0
2.37
8.0
14.8
145.2
18.76
103.6
20.8
2.35
10.0
18.0
176.6
23.04
124.6
254
233
2
150 180
2.54
5.0
98
96.1
12.54
81
6.0
11.8
115.8
14.92
96.0
2.55
8 0
15.4
151.1
19.56
123.8
23.4
2.52
10.0
188
184.4
24.04
149 4
25.8
2.49
6.0
13.6
133.4
17.30
141.2
23.0
80
17.8
174.6
183.0
22.0
2158
120
26.0
255.1
258 2
302 372 440
286 284
10.0
22.74 28.02 33.14
6.0
15.0
147.2
19.10
193 4
28 4
8.0
19.8
192.2
25.14
251 8
37.4
100
24.4
239.4
31.02
306.4
462
3.18 3.16 3.14
221.3
2 81 2.79
60
16.0
157.0
20.28
201.8
28 3
3.15
8.0
21
206.0
26.72 33.00 39.12
2632 3208 3750
382
3.14
47 2
3.12
55.8
3.10
10.0
12.0
.0
260 308
255.1
3022
I I
%
L--
'*• .
—
'1
v
•
'
r<
i
T
TABLE
{
~
PROPERTIES OF
TWO UNEQUAL
ANGLES BACK TO BACK r
'LONGER -E2S =301
zt
Z^tm
r/
3«TCcr icoj V-V
a*
Gr*i*>
2's^-tr-?
0 0
5^
*
3 5
1C
1
*6
t
9i
223 226
1.95
211
ir
«
:*
^
r
Afqps. r
3-.
sit
5
22
219 222 22S
236 233 244
256 252
215 2*5 223 223
23?
235 24C 24c
1
4
BMX TO 50C
-
x.
ZZ7 Z
n
2*9 zzr 232
1
57 £3
y
73
1
54 56 63
l
1
2 4C
1
2*5
•
23S 244 252
1
54 3?
1
9i
i
96
1
2 SC 253
2£7 2.^
SA79B§
253 2 55
2*2
211
226 231
211
214 2*5 Z2Z 227
23C 232 233 243
24c 2*3 254 25C
255 250 254 270
27C 276 23C 296
2 Sc
1
79
1
i
a?
i
55 53
222 226
1
*7«6
2.1 5
250 254 2T3
Z 5",
St
234 237 242 24=
1
1
246 252 25* 254
2*3
2.5C
1
99
554 5
224 226
54 35 59 33
1
1
222 2 37 2T2
S4
99
221
28? 236 3C4
220 224
3-12
232
24C 245 243 254
3 T9
2 36 2*0 243
2S5 25C 254
27C 275 273
2 55 29C 296
33C 236
252 25?
251
3 19
2 31
5 22 3 2* 312
3.15
3.10
222 227
24c 2S2 253
32?
295
215
331
237 242 347
325 3.3? 3.01
2.25
292 237 202
211
2 53
2.52
r —a
2 52
2A
5052
S4
SC6C
255
27? 232 2C6 213
213 3*5 222 22'
S4 -X66
252 553 2'4 2"5
S4
r
TABLK
7 (Canid)
TWO UNEQUAL
PROPERTIES OF
ANGLES BACK TO BACK (LONGER LEGS BACK TO BACK)
Y
DefttQnntton
SI/# of
SocUonril
WotQht tVH
Thicknoftt
Erich AhqU)
Ain.l
Mn«h»
*
B
t
mm mm ISA 12575
ISA 12595
ISA 15075
ISA 150115
125
125
<
*
150
150
*
x
75
95
75
115
mm
n
ISA 200150
200
200
x
x
100
150
of
Gyration
cm 1
cm 4
cm 1
cm
180.5
2332
375 6 491 0 600 0
44 4 58 8
400
726
3.9/
N
**••
4 01
60 80
24 2
237.4
30.76
100
298
2023
3804
60
202
198 2
482
3 97
26.6
260 9
25 72 33 96
406.4
8.0
5320
61.2
100
330
323,7
42.04
651 6
75.8
396 394
12.0
39 2
384.6
4996
7652
896
3.91
80
274 338
268 8
814 4 098 2
4 83
331.6
34 84 43.12
834
10.0
103.2
4 81
12.0
40.2
394.4
51.24
1174.0
122 4
4.79
8.0
32.4
317.8
41.16
931 4
884
4.78
100
392.4
51 04
1146.8
109.8
4.74
467 0 578 8
60.76
1353.0
75.04
1647.0
1306 1600
4.72
15.0
400 476 590
100
456
447.3
5806
2420.0
185 6
12.0
54 4
533 7
69.18
2803.4
221.2
648 643
150
67.2
659.2
85.56
3501
273.0
64tf
10.0
53.4
5239
68 00
27558
1966
12.0
636 788 938
623.9
81.12 100.50
920 2
11952
47188
234 8 290 8 345 0
637 635
7730
3269 8 4011 2
12.0
ISA 200100
of
Section T
L
1
*<0
MotJulti*
0
>V_
,
of Inortiit
(W)
A
Moment
150 180
18 4
.0
4 69
6 32 8 29
(Continued)
PROPER
I II
.S
o;
two UNEQUAL ANGLES BACK TO BACK
TABLE
7
(Corttd.)
PROPERTIES OF
TWO UNEQUAL
ANGLES BACK TO BACK (LONGER LEGS BACK TO BACK) Distance of
Ra
Gyration About
Centre of
YY Ax*,
in
cm
Design aJ*or.
/\ 1
Gravtfy
Distance.
Back
to
Back
cf Angles, in
1
cm
22
0.0
0.6
10
4.05
2.64
283
2.97
3.11
326
3.41
4.15
268
2 88
3.02
3.17
3.32
348
4.24
2.72
292
3.07
322
337
3.53
3.70
3.59
3.78
3.92
4.06
420
435
3.80
3.63
383
3.97
4.11
4.26
4.41
3.88
367
3.87
4.01
4.16
4.31
4.46
3.96
3.70
3.91
4.05
4.20
436
4.51
523
2.52
2.72
2.86
3.00
3.15
3.31
5.32
2.56
2.76
2.90
305
336
5.41
2.60
2.80
2.95
3.10
320 325
4.46
4.37
4.56
4.69
4.83
4.98
5.14
4.55
4.41
4.61
4.75
4.89
5.03
5.18
4.64
4.45
4.65
4.79
4.93
5.08
4.76
4.50
4.71
4.85
5.00
5.15
523 530
6.96 7.05
335
3.54
3.68
3.81
396
4.11
3.40
3.59
3.73
3.87
401
4.17
7.81
3.45
365
3.79
394
4.09
424
5.99
5.66
5 85
5.98
6.12
6.26
6.40
6.08
5.70
5.90
6.03
6.17
6.31
6.20
5.76
5.96
6.09
6.23
6.38
633
581
6.01
6.15
6.30
644
645 652 659
cxx
1.4
1.8
cm ISA 12575
ISA 12595
ISA 15075
3.42
ISA 150115
ISA 200100
ISA 200150
(Ccrttinvtd)
sti ll Tables
TABLE
Y
8
PROPERTIES OF
X
TWO UNEQUAL
ANGLES BACK TO BACK Y
(SHORTER LEGS BACK TO BACK) Design at*on
Size of
Thickness
Each Angie
Weight
Soctjoo.il
per Meter
Area
(w)
A
-
B
Moment
of
!ner&a
Section
a
f
Modulus
of
1
of
Gyratdn
zm
*m
cm*
cm
i
rr.m
ISA 6545
ISA 7045
ISA 7550
ISA 8050
ISA 9060
ISA 10065
65
x
rrn
45
fO x 45
75
80
90
100
x
x
x
x
50
50
60
65
mm
100
x
75
N
cm
cm
4
5.0
8.2
80.4
10.52
17.2
5.0
1
6.0
9.8
96.1
12.50
20.2
6.0
1.27
8.0
12.8
125.6
16.34
25.6
7.8
1.25
.23
5.0
8.6
103.4
11.04
17.6
5.0
1-26
6.0
10.4
102.0
13.12
20.6
6.0
1.25
8.0
13.4
131.5
17.16
26.2
7.8
1.24
10.0
16.6
162.8
21 04
31.2
9.6
1.22
50
9.4
92.2
1204
24.4
64
1.42
6.0
11.2
109.9
23.6
7.8
1.41
8.0
14.8
145.2
14 32 18.76
36.6
9.8
1.40
10.0
18.0
176.6
23.04
43.6
120
1.38
5.0
98
96.1
12.54
24.6
6.4
1.40
6.0
11.8
115.8
14.92
28.8
7.6
1
8.0
15.4
151.1
37.0
9.8
1.37
10.0
18.8
184.4
19 56 24.04
44.2
12.0
1
39 36
6.0
13.6
133.4
17.30
50.4
11.0
1.71
8.0
174.6
22.74
64.9
144
1.69
10.0
178 220
215.8
28.02
78.2
17.6
120
1.67
260
255.1
33.14
90.4
20.6
1.65
60
15.0
147.2
19.10
64.8
12.8
1
8.0
19.8
194 2 239.4
25.14
838
17.0
1.83
208
1.81
10.0
ISA 10075
kg
2
244
31.02
101
.4
64
6.0
160
157.0
20.28
97.4
17.0
2
8.0
21.0
206.0
26.72
126.6
22.4
2.18
i
g
100
26.0
255.1
33.00
153.8
27.6
12.0
30 9
2.16
302.1
39.12
179.0
326
2.14
(Continued)
PKOH
KIIKS Of
TWo
UNI QtMf. ANCil
l.S
BACK TO BACK
I
ABLE
21
8 (Conid.
PROPERTIES OF
TWO UNEQUAL
ANGLES BACK TO BACK (SHORTER LEGS SACK TO BACK) Distance of
Radii of Gyration About
Centre of
YY
Axis, in
cm
0«*Mgriahon
/\ l
Gravity
Cxx
Distance, Back to Back of Angles,
0.0
0.6
1.0
1.4
in
1
cm
22
1.8
cm 1.08
2.91
3.13
3.29
3.45
3.61
3.78
1.12
2.93
3.16
3.31
3.47
364
3.80
2.98
3.20
3.36
3.52
3.69
386
1.20 1.04
3.17
3.40
3.55
3.71
3.87
4.04
1.09
3.20
3.43
3.58
3.74
3.90
4.07
1.16
3.25
3.47
3.63
3.79
3.96
4.13
1.24
3.29
3.52
3.68
3.85
4.01
4.18
1.16
3.37
3.59
3.74
3.90
4.06
4.22
1.20
3.40
3.62
3.78
3.94
4.10
4.26
1.28
3.45
3.67
3.83
3.99
4.15
4.32
1.36
3.49
3.72
3.88
4.04
4.20
4.37
1.12
3.64
3.86
4.01
4.17
4.33
4.49
1.16
3.66
3.88
4.04
4.19
4.36
4
ISA 6545
ISA 7045
ISA 7550
ISA 8050
52 58
1.24
3.71
3.94
4.09
4.25
4.42
<
1.32
3.76
3.99
4.14
4.31
4.47
4.64
1.39
4.05
4.27
4.42
4.52
4.73
4.89
1.48
4.10
4.32
4.47
4.63
4.79
4.95
1.55
4.14
4.37
4.52
4.68
4.84
5.01
1.63
4.19
4.41
4.57
4.73
4.89
5.06
1.47
4.51
4.72
4.87
5.03
5.18
5.34
1.55
4.56
4.78
4.93
5.08
5.24
5.40
1.63
4.61
4.83
4.99
5.14
5.30
5.46
1.78
4.36
4.57
4.72
4.87
5.02
5.18
1.87
4.41
4.63
4.78
4.93
5.08
5.24
1.95
4.44
4.68
4.83
4.99
5.14
5.29
2.03
4.50
4.73
4.88
5.03
5.19
5.36
ISA 9060
ISA 10065
ISA 10075
(Continued)
S il
TABLE
8
x
(
l
I.
TABU'S
Conul.
PROPERTIES OF
TWO UNEQUAL
ANGLES BACK TO BACK (SHORTER LEGS BACK TO BACK) Designation
Size of
Thickness
Weight per Motro
Each Angle
Moment
Sectional
Aroa
(W)
of Inertia
A
*
B
mm mm ISA 12575
ISA 12595
ISA 15075
ISA 150115
ISA 200100
ISA 2001 50
125
x
75
125 x 95
150 x 75
150
200
200
x
x
x
115
100
150
t
mm
r
Modulus
Radius of
of
Section
Gyration
L
V'..
1
N
kg
6.0
18.4
180.5
8.0
24.2
237.4
10.0
29.8
292.3
cm 2 23.32 30.76 38.04
cm 4
cm 3
cm
103.2
17.4
2.10
134.4
23.0
2.09
163.2
28.4
2.07
6.0
20.2
198.2
25.72
204.2
28.0
2.82
8.0
26.6
260.9
33.96
266.6
37.0
2.80
10.0
33.0
323.7
42.04
325.4
45.8
2.78
12.0
39.2
384.6
49.96
380.8
54.2
2.76 2.01
8.0
27.4
268.8
34.84
140.4
23.6
10.0
33.8
331
.6
43.12
170.6
29.0
1.99
12.0
40.2
394.4
51.24
199.0
34.2
1.97
8.0
32.4
317.8
41.16
477.8
54.4
3.41
10.0
40.0
392.4
51.04
586.8
67.6
3.39
467.0 578.8
60.76 75.04
690.6 837.2
80.4
3.37
98.8
3.34
12.0
47.6
15.0
59.0
10.0
45.6
58.06 69.18
418.4 492.4
2.63
54.4
447.3 533.7
52.4
12.0
62.2
2.67
15.0
67.2
659.2
85.56
596.2
76.6
2.64
10.0
53.4
523.9
68.00
1339.2
116.6
4.44
12.0
63.6
623.9
81.12
1586.4
139.2
4.42
1939.8 2273.8
172.0 203.8
4.36
15.0
78.8
773.0
100.50
18.0
93.8
920.2
119.52
4.39
(Continued)
PROPER
I
IIS Ol
29
TWO UNI OUAI. ANGLES HACK TO HACK
TABLE
8
(Conut.)
PROPERTIES OF
TWO UNEQUAL
ANGLES BACK TO BACK (SHORTER LEGS BACK TO BACK) Radii of Gyration About Y-Y.
Distance of
D«*gnatf>on
cm
y\
Centre of
1 1
Dtstanco, Back to
Gravity
Cxx
in
Back
ol Anglos, in
cm
0.0
0.6
1.0
M
5.71
5.92
6.07
6.22
637
653
6.44
6 60 6.66
1.8
2.2
cm 1.59
68
5.76
5.93
6.13
6.28
1.76
581
6.03
6.18
634
6.50
222
5.43
5.78
5.93
6.08
623
5.84
5.99
6.14
6.30
1
2.31
5.49
564 570
2.39
553
5.74
5.89
6.04
6.19
6.35
609
624
6.40
2.47
5.57
5.78
5.93
1.53
7.12
735
7.50
7.65
7.81
7.96
7.71
7.86
8.02
8 08
1.61
7
7.40
7.55
1.69
7.22
7.45
7.61
7.76
7.92
2.73
6.52
6.73
6.87
7.02
7.17
7.32
7.37
2.82
6.57
6.78
6.93
707
7.22
2.90
6.62
6.83
693
7.13
7.28
7.43
3.02
668
690
7.04
7.19
7.35
7.50
2.01
972 977
9.87
10 02 10 07
10.17
10.33
9.92
10.23
10.38
2.22
949 954 962
9.84
9.99
10.15
10.31
10 46
3.51
8.74
8.95
909
9.38
953
9.44
9.58
950
9.65
9.58
9.73
2.10
360
8.79
9.00
9.14
3.72
8.85
9.06
921
923 929 936
384
8.92
9.13
9.28
9.43
ISA 12575
ISA 12595
ISA 15075
ISA 150115
ISA 200100
ISA 2001 50
v>
SII
f I
VMM
is
V
TABLE
9
PROPERTIES OF STARRED ANGLES TWO EQUAL ANGLES STARRED Space between
Parallel
Faces =
cm
1
Y Six#
Total
Least
Area
Radius of
SiZO
x
60
A
'vv
n
x
55
60
x
1
2
crrr
cm
30
5.90
1.94
4.0
50
7.76 9.58
1.92
6.0
11.36
1.90
x
B
x
r-
mm mm mm
1
80
80
x
x
1.93
90
x
90
70
75
*
x
x
65
70
75
x
80
l
cm
2
w cm
30.10
3.04
12.0
3562
3.01
6.0
20 94
3.50
8.0
27.58
3.47
3 44
10.54
2.11
10.0
6.0
2.10
12.0
34.06 40.38
8.0
12.52 16 36
10.0
2004
2.03
6.0
2334
3.91
8.0
30.78
3.88
38.06 45.18
3.85
34.04 42.12
4.28
3.41
2.07
100
100
x
x
x 5.0
11.50
2.31
10.0
6.0
13.68
229
12.0
8.0
17.92
2.27
10.0
22.00
2.23
110
110 x 8.0
x
\
3.82
425
x 5.0
12.50
251
12.0
6.0
14.88
2.50
15.0
50.04 61.62
4.17
80
19.52
2.47
10.0
24.00
2.44
x 8.0
40.44
5.10
10.0
50.12
5.07
130
x
130
422
x 5.0
13.54
2.71
12.0
59.64
5.03
60
16.12
2.70
.15.0
7362
4.98
8.0
21.16
267
100
2604
2.64
x 10.0
58 06
5.66
12.0
69.18
5 83
x
x
150
x
150
50
14.54
2.92
15.0
8556
5.78
6.0
17 32 22.76 28.04
2.91
18.0
101.58
5 73
x 12.0
93 22
7.84
15.0
115.60
7.79
3.11
18.0
308
137 62 187 60
7 75
20.0
100 x
r
50
x
80
80
Gyration
10 0
10.0
65
a t
-A
-
50 x 50
55
a
t
A mm mm mm *
r
Q
x
Least Radius of
Total
Gyration
A
Area
6.0 8.0
1858 2442
2.88
284
200
x
200
7.63
(Continued)
31
STARRED ANGLES
r
TABLE
.
10
PROPERTIES OF STARRED ANGLES IT
TWO UNEQUAL ANGLES STARRED Space Between
Size
*
B
x
Least
Redius of
Area
Gyration
a
r
t
A
w
cm 2
cm
x 5.0
10.52
1.81
6.0
12.50 16.34
1.81
mm mm mm 65
x
45
8.0
70
75
80
x
x
x
45
50
50
90 x 60
100
x
65
1
x
x
Faces =
cm
1
Least
Radius
of
Gyration
w
r
f
A
mm mm mm
cm 2
cm
10.0
33.00
2.98
12.0
39.12
2 97
125 x 75 x 6.0
23.32
2.84
8.0
30.76
2.86
10.0
38.04
2.86
x 6.0
25.72
3.76
8.0
33.96
3.77
100 x 75
x
1.80
x 5.0
11.04
1.79
6.0
13.12
1.80
8.0
17.16
1.79
10.0
21.04
1.79
1
25
x
95
x 5.0
12.04
2.00
10.0
42.04
3.77
6.0
14.32
2.00
12.0
49.96
3.76
8.0
18.76
1.99
10.0
23.04
1.99
x 5.0
12.54
1.97
6.0
14.92
1.97
8.0
19.56
1.97
10.0
24.04
1.97
150 x 75
150
x
8 0
34.84
2.72
10.0
43.12
2 73
12.0
51.24
2.74
115 x 8.0
41.16
4.52
10.0
51.04
4.53
x
x 6.0
17.30
2.36
12.0
60.76
4.54
8.0
22.74
2.37
15.0
75.04
4.53
10.0
28.02
2.37
12.0
33.14
2.36
100 x 10.0
58.06
3.55
12.0
69.18
3.57
15.0
85.56
3.59
150 x 10.0
68.00
5.83
12.0
81.12
5.84
x 6.0
19.10
2.53
8.0
25.14
2.54
10.0
31.02
2.54
200
200
100
B
x
A 1
Totaal
Size
Total
Area a
4
Parallel
x
x
75 x 6.0
20.28
2.97
15.0
100.50
5.85
8.0
26.72
2.98
18.0
119.52
5.86
i
STEEL TABLES
12
Y
TABLE
11
SINGLE JOIST WITH ADDITIONAL PLATES ON BOTH FLANGES (GIRDERS) Y Composed
/V
Cover
Joist
Plates
—
* 1i
Designation Width
ISWB 150
mm
mum
mum
Meter (W)
Area
ness of Flanges
Distance
Inertia
of
Section
Allow-
allow-
Extreme Gross Moments
o
N
kg
413.0 463.0
53.5 59.7 72.3 84.9 100.6
524.8 585.7 709.3 832.9 986.9
200.0 10.0
561.1
__2 cm
e
w
1
/„
mm
cm
cm
14.4 16.4
8.50 8.70 9.10 9.50 10.00
2889.8
53.67 60.07 72.07 85.67 101.67
20.4 24.4 29.4
68.11
14.6
76.11
9.75 9.95 10.35 10.75 11.25
9141.1 11561.5
4
IT
rv V
cm 4
cm
777.5 914.0
3.81
4935.2 5711.3 7360.0
1521.9 1788.6 2321 .9 2855.3 3521.9
4.73 4.85 5.02 5.14 5.24
850.3 1027.7
832.7 969.2 1242.3 1515.3 1856.7
3.60 3.70 3.86 3.97 4.07
524.2 585.2 708.5 833.4 992.2
1662.1
4.66 4.77 4.94 5.07 5.18
639.8 716.4 871.0 1027.6 1226.6
10.1
3.54 3.64 3.80
641.8 709.9 847.2 986.2 1162.4
10.1
13.3 15.5 18.3
11.00 11.20 11.60 12.00 12.50
6554.6 8218.3 10000.7 12402.1
60.2 66.5
590.6 652.4 776.0 898.6 1052.6
76.71 84.71 100.71 116.71 136.71
16.3
11.00 11.20 11.60 12.00 12.50
7037.8 8023.5 10103.1 12331.2 15332.8
1928.8 2462.1 2995.5 3662.1
94.0
922.1
71.72 78.12 90.92 103.72 119.72
24.1
81 .4
552.3 601.4 700.4 798.5
28.1 33.1
12.25 12.45 12.85 13.25 13.75
7862.4 8838.5 10887.0 13067.0 15983.5
901.0 1037.5 1310.6 1583.6 1925.0
200.0 10.0
65.3
12.0 16.0 20.0 25.0
71 .6
640.6 702.4 826.0 948.0 1102.6
83.24 91.24 107.24 123.24 143.24
17.4 19.4 23.4 27.4 32.4
12.25 12.45 12.85 13.25 13.75
9446.2 10666.4 13227.0 15952.0 19597.6
1781.9 2048.6 2581.9 3115.3 3781 .9
4.63 4.74
673.9 735.8 859.4 982.0 1136.0
87.55 95.55 111.55 127.55 147.55
17.8 19.8
13.50 13.70 14.10 14.50 15.00
11894.9 13374.6 16466.2 19738.3 24089.9
1667.8 1934.5 2467.8 3001.2 3667.8
4.36 4.50 4.70 4.85 4.99
160.0 10.0 16.0 20.0 25.0
200.0 10.0 12.0
16.0
20.0 25.0
79.1
91.6 107.3 56.3 61.3 71.4
84.2 96.7 112.4
68.7 75.0 87.6 100.1
115.8
10.3 22.3 26.3 31.3 18.1
20.1
23.8 27.8 32.8
5.4
4.21
16.8 18.8 22.8 26.8 31.8
200.0 10.0
340.0 386.6 481.0 577.3 700.6
1801.5
64.33 70.73 83.53 96.33 112.33
5766.1
3.91 4.01
4.91
5.03 5.14
able
Shear
S
3 kd.m * I0 kg X 10
1187.1 1460.1
50.5 55.5 65.6 75.6 88.2
10.0 12.0 16.0 20.0
3
4377.2 5484.4 7005.8
128.11
92.11 108.11
cm
3.90 4.04 4.13
3363.1
495.4 544.5 643.5 741.6 865.2
.
M
1
16.6 20.6 24.6 29.6
160.0
able
Gyration
Moment
660.2 782.8
12.0
ISMB 250
of
47.2 57.2 67.3 79.8
12.0 16.0 20.0 25.0
ISWB 225
Radius
42.1
25.0
ISMB 225
Maxi-
of
12.0
12.0 16.0 20.0 25.0
ISWB 200
Modulus
Fibre
160.0 10.0 16.0
ISMB 200
Least
Thick-
ir~
20.0 25.0
ISWB 175
Mean
tional
Thickness
mm
Maxi-
Sec-
per
Weight
of
506.2 574.0 711.1
7.7
6.1
7.6 9.1
11.0
8.0 9.0 11.2 13.4 16.2
9.6
8.3 9.2 11.2
10.8
13.1
15.6 11.5
11.3 13.7
16.2 19.3
13.8
11.2
771.1
12.1
856.7 1029.3 1203.9 1425.3
13.5 16.2 19.0 22.4
881.1
13613
13.9 15.4 18.4 21 .4
1606.0
25.3
976.3 1167.8
3
13.6
16.3
(Continued) i
SINOI.F:
JOIST WI11I ADDITIONAL PLATES
ON DOTH FIANCES
33
V
TABLE
11 (ContcL)
SINGLE JOIST WITH ADDITIONAL PLATES ON BOTH FLANGES (GIRDERS)
Composed
of
Weight
Sec-
Mean
tional
Thick.
Fibre
—^—
Area
ness of Flanges
Distance
893.7 991.8 1189.0 1386.2 1633.4
741.6 802.5
/x
per
Extreme Gross Moments of Inertia
. i 1
Cover Rates
stotst
Metre (W)
*
'N
1
1
.
Designation -Width
mm
ISWB 250
Thickness
mm
320.0 10.0 12.0 16.0
20.0 25.0
(SMB 300
200.0 10.0 12.0 16.0 20.0 25.0 32.0
ISWB 300
320.0 10.0 12.0 16.0 20.0 25.0 32.0
ISWB 350
200.0 10.0 12.0
16.0 20.0
250 32.0
ISWB 350
320.0 10.0 12.0 16.0
20.0 25.0 32.0
ISMB 400
200.0 10.0 12.0 16.0 20.0
25.0 32.0
cm 2
1
K cmH
cm
116.05 128.85 154.45 180.05 212.05
15.6 17.6 21 .6 25.6 30.6
13.50 13.70 14.10 14.50 15.00
16764.4 19132.0 24078.5 29313.8 36278.0
9595.6 11780.2 14510.8
1049.7 1203.7 1418.5
96.26 104.26 120.26 136.26 156.26 185.26
18.7 20.7 24.7 28.7 33.7 40.7
16.00 16.20 16.60 17.00 17.50 18.20
18216.9 20290.6 24594.2 29110.3 35061 .9 43984.5
98.4 965.3 108.4 1063.4 128.5 1260.6 148.6 1457.8 173.7 1704.0 208.9 2049.3
125.33 138.13 163.73 189.33 221.33 266.13
16.2 18.2 22.2 26.2
16.00 16.20 16.60 17.00 17.50 18.20
83.8 90.0 102.6 115.2 130.9 152.8
1499.0
106.71 114.71 130.71 146.71 166.71 194.71
107.2 1051.6 117.2 1149.7 137.3 1346.9 157.4 1544.1 182.5 1790.3 217.7 2135.6
136.50 149.30 174.90 200.50 232.50 277.30
912.3
118.46 126.46 142.46 158.46 178.46 206.46
91.1 101.1
121 .2 141.3 166.5
75.6 81.8 94.4 107.0 122.7 144.6
93.0 99.3 111.3 124.4 140.1
162.1
N
1
926.1
822.1
882.9 1006.5 1130.1 1284.1
974.1
1091.9 1220.4 1374.4 1590.2
31 .2
38.2 19.9 21 .9
25.9 29.9 34.9 41.9 17.1
19.1
23.1 27.1 32.1 39.1
21 .2
23.2 27.2 31.2 36.2 43.2
Ma»-
of
mum
Section AJto*rab*e
Moment
Gyration
a
cm
kg
Modulus
of
mm
'i
Least
Radius
1
6318.8
'yy
M
Zgg
cm
kg
m
Maud-
mum Alo* Shear
S
3 3 * 10 kg< 10
7.38 7.58 7.88 8.09 8.27
1241.8 1396.5 1707.7 2021.6 2418.4
19.6 22.0 26.9 31.8
1787.2 2053.9 2587.2 3120.6 3787.2 4720.6
4.31
1138.6 1252.5 1481.6 1712.4 2003.5 2416.7
17.9 19.7 23.3 27.0 31.6
25202.9 28520.9 35406.6 42832.3 52154.5 66431.1
6451.4 7543.7 9728.2 11912.8 14643.4 18466.4
7.17 7.39
1575.2 1760.5 2132.9 2507.8 2980.3
24.8 27.7 33.6 39.5 46.9 57.5
21.0
18.50 18.70 19.10 19.50 20.00 20.70
26593.6 29361.3 35076.9 41037.0 48838.6 60435.2
1871.0 2137.7 2671.0 3204.4 3871.0 4804.4
4.19 4.32 4.52 4.67 4.82 4.97
26.8
1836.5 2104.5 2441 .9 2919.6
22.6 24.7 28.9
18.50 18.70 19.10 19.50 20.00 20.70
36263.0 40691.4 49836.3 59372.4 71855.0 90409.6
6637.2 7729.5 9914.0 12098.6 14829.2 18652.2
6.97 7.20 7.53 7.77 7.99 8.20
1960.2 2176.0 2609.2 3044.7 3592.8 4367.6
30.9 34.3
21.00 21.20 21.60 22.00 22.50 23.20
37271.7 40833.4 48161 .0 55765.1 65666.7 80287.3
1955.4 2222.1
4.06 4.19 4.40 4.56
1774.8
28.0 30.3
7411.1
2755.4 3288.8 3955.4 4888.8
4.44 4.64 4.79 4.92 5.06
7.71
7.93 8.13 8.33
4.71
4.87
3650.1
1437.5 1570.1
1926.1
2229.7 2534.8 2918.5 3460.7
15.8
38.1
21.3
38.1
33.1
38.5 46.0
26.5
41.1
48.0 56.6 68.8
33.6
35.1
39.9 46.0 54.5
(Continued)
STEEL TABLES
34
TABLE
11 (Contd.1
SINGLE JOIST WITH ADDITIONAL PUTES ON BOTH FLANGES (GIRDERS)
Weight
Sec-
Mean
Extreme
Gross Moment
Least
Modulus
Maxi-
Maximum
per
tional
Thickness
Fibre
of Inertia
Fladius
of
mum
Aflow-
Metre
Area
<W)
of
Distance
Flange
Designa-
/\_ yy
of
able
Section Allowable
Gyration
moment
•yy
M
shear
tion
cm
kg
ISWB 400
ISMB 450
ISWB 450
320.0 10.0
200.0
12.0
117.0 127.0
16.0 20.0 25.0 32.0 40.0
167.2 192.3 227.5 267.7
1147.8 1245.9 1443.0 1640.2 1886.5 2231 .8 2626.1
10.0
103.8
1018.3
12.0
110.1
1080.1
16.0 20.0 25.0 32.0 40.0
122.7 135.2 150.9 172.9 198.0
1203.7 1326.3 1480.3
320.0 10.0 12.0 16.0 20.0
25.0 32.0 40.0
ISMB 500
250.0
10.0 12.0 16.0 20.0
25.0 32.0 40.0
ISWB 500
400.0 10.0 12.0 16.0 20.0 25.0 32.0 40.0
48.1
21.00 50328.0 21.20 56026.8 21.60 67750.9 22.00 79917.4 22.50 95760.0 23.20 119153.0 24.00 147672.0
23233.3
1696.1 1942.4
132.27 140.27 156.27 172.27 192.27 220.27 252.27
23.0 25.0 29.0 33.0 38.0 45.0 53.0
23.50 51554.1 23.70 56009.8 24.10 65149.4 24.50 74597.5 25.00 86849.1 25.70 104843.7 26.50 126644.1
2167.3 2434.0 2967.3 3500.7 4167.3 5100.7 6167.3
129.6 1271.4 139.7 1370.5 159.8 1567.6 179.9 1764.8 205.0 2011.0 240.2 2356.4 280.4 2750.7
165.15 177.95 203.55 229.15 261.15 305.95 357.15
19.6 21.6 25.6 29.6
49.6
23.50 23.70 24.10 24.50 25.00 25.70 26.50
68918.9 76048.1 90671.4 105788.3 125390.9 154182 3 189062.9
7168.0 8260.3 10444.8 12629.4 15360.0 19183.0 23552.0
126.2 1238.0 134.0 1314.5 149.7 1468.6 165.4 1622.6 185.1 1815.8 212.5 2084.6 243.9 2392.7
160.74 170.74 190.74 210.74 235.74 270.74 310.74
22.4 24.4 28.4 32.4 37.4 44.4 52.4
26.00 26.20 26.60 27.00 27.50 28.20 29.00
77735.0 84547.1 98486.6 112851 .6 131416.2 158564.4 191285.0
3974.0 4494.8 5536.5
9703.1 11786.5
1550.0 1672.6 1918.8 2166.0 2474.1 2904.7 3398.2
201.22 217.22
19.2 21.2 25.2 29.2 34.2
26.00 26.20 26.60 27.00 27.50 28.20 29.00
104317.6 115217.0 137520.1 160504.2 190207.6 233644.7 285997.6
13654.5 8.24 15787.8 8.53 20054.5 8.97 24321.1 9.30 29654.5 9.61 37121.1 9.82 45654.5 10.17
147.1
158.0 170.5 195.6 220.8 252.2 296.1 346.4
149.01 161.81 187.41
24.1
213.01
28.1
345.01 289.01 341.01
40.1
24922 281.22 321.22 377.22 441.22
18.1
20.1
33.1
34.6 41.6
41.2 49.2
6849.3 7941.6 10126.1 12310.7 15041.3 18864.3
6578.1
7880.2
6.78 7.01
7.35 7.60 7.84 8.07 8.25 4.05 4.17 4.36 4.51
4.66 4.81
4.94 6.59
cm^g m
x 10
3
kg
x
10
3
2396.6 2642.8 3136.6 3632.6 4256.0 5135.9 6153.0
37.7 41.6 49.4 57.2 67.0 80.9 96.9
32.5
2193.8 2363.3 2703.3 3044.8 3474.0 4079.5 4779.0
34.6 37.2 42.6 48.0 54.7 64.3 75.3
40.0
39.1
7.16 7.42 7.67 7.92 8.12
2932.7 46.2 3208.8 50.5 3762.3 59.3 4317.9 68.0 5015.6 79.0 5999.3 94.5 7134.5 112.4
4.97 5.13 5.39 5.59 5.78 5.99 6.16
2989.8 47.1 3227.0 50.8 3702.5 58.3 4179.7 65.8 4778.8 75.3 5622.9 88.6 6596.0 103.9
48.2
4012.2 4397.6 5169.9 5944.6 6916.6 8285.3 9862.0
46.8
6.81
47.4 50.4 56.2 62.1
69.5 79.9 92.0
(Continued)
SINOI-i;
JOIST WITH ADDITIONAL PIjUKS
ON
fiOTI I
«
FLANGES
TABLE
II
(
Contd
'.)
SINGLE JOIST WITH ADDITIONAL PLATES ON BOTH FLANGES (GIRDERS) Y Composed
of
'
Cover Plates
Joist
Designa*
Sec-
Mean
Extreme
Gross Moment
Least
Modulus
Maxi-
per
tional
Thick-
Fibre
of Inertia
Radius
of
mum
mum
Metre (W)
Area
ness of Flanges
Distance
of
Section
Allow-
AJk>w-
Weight
/K
Width
'
n
Thick-
i
r ^
Maxi-
able
able
Gyration
j-
o
Moment
1
l
(nr
yy
Shear
M
r
VY
S
ness
tion
mm
mm ISMB 550 250.0
ISWB 550
ISWB 600
400.0
400.0
cm
cm
4
cm
4
cm
cal'*
4829.2 5251 .6 6097.8 6946.4 8010.8 9508.4 11232 2
82.7 96.0 109.4 126.2 149.8 176.9
4882.4 5247.9 5980.2 6714.5 7635 3 8930.5 10420.5
76.9 02.7 94.2 105.8 120.3 140.7 164.1
68.0
5826.6 91 .8 6285.3 99.0 7204.2 113.5 8125.4 128.0 9280 5 146.2 10905.1 171.8 12773.7 201.2
63.5
6130.8 96.6 6587.5 103.8 7502.. 118.2 8420.0 132.6 9570.6 150.7 11189.0 176.2 13051.0 205.6
66.9
223.34 239.34 271.34 303.34 343.34 399.34 463.34
21.0 23.0 27.0 31.0 36.0 43.0 51.0
28.50 28.70 29.10 29.50 30.00 30.70 31.50
137632.8 150720.2 177447.3 204919.4 240322.3 291907.9 353812.8
10.0 12.0 16.0 20.0 25.0 32.0
172.9 182.9 203.0 223.1 248.2 283.4 323.6
1696.1
1794.2 1991.4 2188.6 2434.8 2780.2 3174.5
220.21 233.01 258.61 284.21 316.21 361.01 412.21
23.6 25.6 29.6 33.6 38.6 45.6 53.6
31.00 31.20 31.60 32.00 32.50 33.20 34.00
151354.3 163734.7 188975.6 214863.7 248146.3 296492.9 354298.3
13573.7 16304.3 20127.3 24496.3
1927.7 2051.3 2297.5 2543.7 2851.8 3283.4 3775.9
250.38 266.38 298.38 330.38 370.38 426.38 490.38
23.3 25.3 29.3 33.3 38.3 45.3 53.3
31.00 31.20 31.60 32.00 32.50 33.20 34.00
180625.2 196100.6 227651 .7 260011.8 301615.2 362048.3 434305.2
15369.2 17502.5 21769.2 26035.8 31369.2 38835. 47369.2
7.83
2039.5
264.86 280.86 312.86 344.86 384.86 440.86 504.86
24.8 26.8 30.8 34.8 39.8 46.8 54.8
31.00 31.20 41.60 32.00 32.50 33.20 34.00
190053.3 205528.7 237079.8 269439.9 311043.3 371476.4 443733.3
15965.0 18098.3 22365.0 26631 .6 31965.0 39431 .6 47965.0
7.76 8.03 8.45 8.79
2409.3 2655.6 302.1 2963.6 346.1 3395.2 396.3 3887.7
16.0
54.6
14407.3 8.03 16540.6 8.31 20807.3 8.76 25073.9 9.09 30407.3 9.41 37873.9 9.74 46407.3 10.06
1719.7 1843.3 2089.5 2335.8 2643.8 3075.4 3567.9
2163.1
76.1
5.70 5.90 6.07
175.3 187.9 213.0 238.1 269.5 313.5 363.7
207.9 220.5 245.6 270.7
58.2
8344.2
10.0 12.0 16.0 20.0 25.0 32.0 40.0
10.0 12.0
57.5 61.6 69.8 78.0 88.3 102.9 119.6
4432.4 4954.3 5609.3 6531.6 7594.0
10167.1 12250.5
234.2 259.3 290.7 334.7 384.9
10
5.51
104097.8 112277.4 128981.9 146151.9 168279.0 200519.7 239210.3
196.5
kg
7042.1
28.50 28.70 29.10 29.50 30.00 30.70 31.50
209.1
10
4.94 5.08 5.32
24.7 26.7 30.7 34.7 39.7 46.7 54.7
10.0 12.0 16.0 20.0 25.0 32.0 40.0
3652.6
3
3
kgm
4438.0 4958.8 6000.5
82.11 192.11 212.11 232.11 257.11 292.11 332.11
20.0 25.0 32.0 40.0
Note
mm
143.0 1402.8 150.8 1479.3 166.5 1633.4 182.2 1787.4 201.8 1979.7 229.3 2249.4 260.7 2557.5
40.0
ISWB 600
cm
10.0 12.0 16.0 20.0 25.0 32.0 40.0
400.0
ISMB 600 320.0
N
kg
0112.3 9204.6 11389.1
6.07 6.29 6.64 6.91
7.18 7.47 7.71
8.11
8.54 8.88 9.20 9.54
983
9.11
9.46 9.75
3912.1
The properties given in this Table are based on the gross area of of IS 800-1 956. Table The mean thickness of flange is computed according to Note 2 in is comuted on the basis of the allowable stress specified moment allowable The maximum the section.
(1)
II
(2) (3) '
800-1956 and the gross modulus of section (ZXXJ given in this Table. allowable shear stress The maximum allowable shear is computed on the basis of the 20.6.2.2. of IS in defined 800-1956. area sectional effective the and specified in 9.3.2. in
(4)' '
:
92
1
of IS
:
:
I
STEEL TABLES 36
TABLE
SINGLE JOIST WITH CHANNEL AND PLATES ON BOTH FLANGES (GIRDERS)
—
Composed
r
12
of 1
Centre
Area
of
V\
Mean Thickness of
Flanges *
Gravity
Weight
Bottom Flange
Top Flange
Joist
Sectional
a
per
c xx
^
Bootom
Top
, '
w
1
a
A
tion
kg
bosigna-
w
tion
kg
N
N 122.6 1202.7
ISMC 400
49.4
A
mm 320
ness
Width x Thickness
mm
mm
* Thlcft*
x 10.0
320
x
12.0 16.0
20.0 42.1
250
x 10.0
320
x
12.0 16.0
413.0
20.0
ISMC 400
ISMC 350
— — — — — — — — —
49.4 484.6
42.1
413.0
ISMC 300
SWEJ 600
133.7 1311.6
ISMC 400
35.8 351.2
320
320
250
49.4 320 x 10.0 12.0 484.6
320
16.0 20.0
ISMC 350
42.1
250
x 10.0
413.0
320
ISMC 350
49.4 484.6
42.1
413.0
— — — — — —
320
,
kg
N
cm 2
cm
20.0 25.0 32.0 40.0
247.4 265.0 292.6 322.7
2427.0 2599.7 2870.4 3165.7
315.14 337.54 372.74 411.14
29.10 30.46 31.84 33.34
234.6
2301 .4 2463.3 2713.4 2987.1
298.87 319.87 352.27 387.87
30.62 32.00 33.53 35.17
20.0 25.0 32.0 40.0
251.1
276.6 304.5
mm
mm
27.5
33.6 38.6 45.6 53.6
29.1
32.3 35.5 27.7
292 32.0 34.9
33.6 38.6 45.6 53.6
x 10.0
197.1
20.0
202.2 212.2 222.3
1933.6 1983.6 2081.7 2180.8
251.14 257.54 270.34 283.14
27.62 28.47 30.07 31.55
19.5
12.0 16.0
23.6 25.6 29.6 33.6
10.0 12.0 16.0 20.0
189.9 194.9 204.9 215.0
1062.9 1912.0 2010.1 2109.2
241.87 248.27 261.07 273.87
28.55
20.6
23.6 25.6 29.6 33.6
x 10.0
178.1
226.85 231.85
22.2
182.0
1747.2 1785.4
28.41
12.0
29.13
27.5 29.5
16.0 20.0
189.9 197.7
1862.9 1939.4
241.85 251.85
30.49 31.77
33.5 37.5
x 20.0
258.5
25.0 32.0 40.0
276.1
303.7 333.9
2535.9 2700.5 2979.3 3275.6
329.31 351.71 386.91 425.31
29.30 30.52 31.06 33.32
29.9 31.5 34.7 37.9
36.6 41.6 48.6 56.6
245.7 262.2 287.7 315.6
2410.3 2572.2 2822.3 3096.0
313.04 334.04 366.44 402.04
30.68 32.00 33.49 35.09
30.5 31.9 34.7 37.6
36.6 41.6 40.6 56.6
208.3 213.3 223.3
2043.4 2092.5 2190.6
265.31 271.71 284.51
27.79 28.60
21.9
26.6 28.6 32.6
216.1
256.04 262.44 275.24
28.68 29.49
16.0
1971.8 2020.9 2119.9
23.3
12.0
201 .0 206.0
26.6 28.6 32.6
x
x 20.0
x 10.0
12.0 16.0
320
1
mm
25.0 32.0 40.0
12.0 16.0 20.0
ISMC 400
.A\ 1
Width
TOTB
ISMC 350
Metro (W)
Pinto
Plato
'channel
x 10.0
29.41
31.02 32.50
30.11
31.01
37
SINGLE JOIST WITH CHANNEL AND PLATES ON THE FLANGES
TABLE
12 (ConuL)
SINGLE JOIST WITH CHANNEL AND PLATES ON BOTH FLANGES (GIRDERS)
Gross Moment
Radius
of Inertia
of
Moduli of
Maumum
Maxmum
Section
AJIovwabte
AJto^aMe Shear
Gyration
Distances
Moment
>\_ Byy
cm
34.68 34.10 33.82 33.52
20.00
33.19
17.50
32.51
32.08 31.64 34.24 33.59 32.39
20.00
31.31
33.26 32.60
17.50
31.39 30.31
33.35 32.83 31.87 30.99
15.00
34.56 34.04 33.80 33.54
20.00
33.13
17.50
32.51
32.12 31.72 34.07 33.46 32.35
20.00
33.13 32.52 31.40
17.50
yy
yy
Whole
j
cm
r
l
cm 4
Section
Top Flange Only
cm 4
cm 4
/X |
2,
2c
cm
cm
cm 3
S
M
'
1
kg
m
*
10
235892.2 260866.4 299883.3 343302.5
25925.8 27837.3 30841 .0 34177.8
19138.6 19684.9 20777.3 21869 7
9.07 9.08 9.10
8084.1 8564.4 9418 8
6801.9 7649 9
8866 7
107 1 120 5 139 7
9.11
10297.7
10241.0
161.3
222893.7 245424.1 280290.7 318880.7
19422.4 21048.2 23480.5 26185.8
12635.4 12896.0 13417.0 13938.0
8.06
7278.4 7670.7 8358.6 9066.2
6716.5
105 8
7548
118.9 137.6 158 7
170351.8 177711.4 191631.5 204609.7
20464.5 21010.6 22102.9
9.03 9.03 9.04 9.05
6167.7 6241 .4 6372.2
4975.2
23195.1
16407.8 16408.0 16408.2 16408.4
6486.1
6534.2
78.4 83.3 93.2 102.9
5389.7 15935.8
11333.2 11333.3
7.98
5743.0 5811.0
4930 1 5242 7
77.6 82.6
184002.1 196179.3
17028.1 18120.3
11333.5 11333.7
808
5931
.9
8.13
6037
1
5861.7 6471 5
101 9
150938.0 156412.7 166872.3 176746.1
10315.7 10576.1 11096.9 11617.8
7687.8 7687.9
5313.3
7688.1
6.74 6.75 6.77
7688.2
679
4525.5 4764.2 5236.8 5702.9
71.3 75.0 82.5 89 8
250375.1 275280.7 314274.1 357691.1
27977.3 29888.8 30892.5 36169.5
20164 4
9.22 9.22 9.22 9.22
7546.7 9018 8 9863.7
7243.6
114.1
8088.1 9298.5
10734 4
10665.2
127.4 146 5 168.0
7162.1
79907
163968.8 170907.2
1
20710.7 21803.0 22895.4
8.11
8.16 8.22
8.01
5369 7 5472.2 5563.7
1
8738.1
10079.2
5291.1 5916.9
21473.9 23099.7 25532.0 28237.3
13661.2 13921.7 14442.7 14963.7
8.28
832
8120.1 8799 5
9174 7
9499 9
10508.6
184878.1 192173.4
17433.7 17433.8 17434.0
9.21
6652.0 6719.9 6841.9
5426.9
206025 4
22516.0 23062.1 24154.4
6369.1
85 5 90 5 100 3
178422.6 185319.0 198388.2
17441.2 17987.3 19079.6
12359.0
825
12359.1
8.28 8.33
6222.0 6284.8 6397.9
5384 9 5698 0 6317 8
84 8 89 7 99 5
12359.3
9.21
57430
*
10
3
68 0
63 5
112 8 125 9
237298.3 259809.6 294693.4 333342.5
9.21
kg
92.3
7735.2
8.35 8.38
3
144.5 165 5
(Continued)
38
STEEL TABLES
TABLE
12 (com.)
SINGLE JOIST WITH CHANNEL AND PLATES ON THE FLANGES (GIRDERS)
Joist
Sectional
Centre
Area
of
_y\ Designa-
Mean ThcKness of
Flanges
A
Gravity
Top
W
Bottom
tion
kg
~TT
ISWB 600
145.1
ISMC 400
2647.7 2820.4 3091.1 3386.4
343.79 366.19 401.39 439.79
2522.2 2684.0 2933.2 3207.9
327.52 348.52 380.92 416.52
30.73 32.00 33.45 35.01
33.5 36.4 39.2
219.6 224.7 234.7
2154.3 2204.3 2302.4
279.79 286.19 298.99
27.95
23.4
28.71
28.4 30.4 34.4
212.4 217.4 227.4
2083.6 2132.7 2230.8
270.52 276.92 289.72
28.79 29.56 31.00
25.0
28.4 30.4 34.4
215.7 232.2 257.6 285.6
2116 0 2277.9
28 15
25.7
31.5
29.52 31.05 32.66
27.1
36.5
2527.1 2801 7
274.77 295.77 328.17 363.77
30.0 32.9
43.5 51.5
170.9 176.0 186.0
1676.5 1726.6 1824.7
217.77 224.17 236.97
26.05 26.93 28.57
18.6
21.5 23.5 27.5
x 10.0
159.2 170.9
202.75 207.75 217.75
25.88 26.63 28.03
24.7
163.1
1561.8 1600.0 1676.5
19.8
12.0 16.0 10.0 12.0
153.7 157.6 165.5
1507.8 1546.1 1623.6
195.78 200.78 210.78
26.67 27.42 28.83
21.8
1423.4
ISMC 350
42.1
250
x
413.0
10.0 12.0 16.0 20.0
ISMC 400
—
49.4
320
484.6
10.0
12.0 16.0
ISMC 350
42.1
320
413.0
10.0
12.0
16.0
ISMC 550
103.7 1017.3
ISMC 350
42.1
250
x
413.0
ISMC 350
42.1
—
10.0
320
12.0
20.0 25.0
16.0 20.0
32.0 40.0
320
413.0
10.0 12.0 16.0
ISMC 300
ISMC 250
35.8 351.2
30.4
298.2
250
—
250
16.0
29.40 30.58 31.88 33.31
31.4 33.0 36.2 39.4 32.1
20.15
38.4 43.4 50.4 58.4
38.4 43.4 50.4 58.4
26.7 30.7
24.7 26.7 30.7
SINGLE JOIST WITH CHANNEL AND PLATES ON THE FLANGES
TABLE
—
v
Extreme Fibre
e xx
cm
Gross Moments
Radius
of Inertia
V cm
20.00
33.08
17.50
32.51
32.16 31.80 20.00
33.35 32.31
33.02 32.45
17.50
31.41
30.66 29.98 29.56 29.15
17.50
30.76 30.08 28.84
17.50
30.88 30.33 29.33
15.00
30.04 29.49 28.48
Moduli
of
12.50
r^r~
cm 4
_V\_
of
Section
Gyration
34.46 33.98 33.78 33.55
33.91
(ContcL)
SINGLE JOIST WITH CHANNEL AND PLATES ON THE FLANGES (GIRDERS)
Distances
/\_
12
39
Maxjmum
Maximum
Allowable
Allowable
Moment
>
1
'Whole
Top Flange
Section
only
cm 4
cm 4
yy
'Zc
cm
,3 cm
z,
1
cm 3
M
kg.m
10
x
20462.3 21008.5 22100.9 23193.3
9.12 9.12 9.13 9.14
8839.0 9310.2 10152.9 11022.5
7542.6 8381 .0 9583.7 10941.4
118.8 132.0 150.9 172.3
13959.1 14219.6 14740.6 15261 .6
8.21
8030.0 8414.6 9092.7 9792.7
7458.5 8280.8 9456.6 10781.2
117.5 130.4 148.9 169.8
7731 .6 17731.7 17731.9
9.09 9.09 9.10
6956.1
5734.1
7023.9 7146.7
6047.5 6668.2
90.3 95.2 105.0
207816.8
18037.0 18583.1 19675.4
12656.9 12657.0 12657.2
8.17 8.19 8.24
6526.9 6589.9 6704.1
5691.0 6001.4 6615.9
89.6 94.9 104.2
175306.3 194503.9 224235.2 257183.8
1 8605.2 20231 .0 22663.3 25368.6
12226.8 12487.4 13008.4 13529.3
8.23 8.27
6226.9 6587.8 7222.0 7874.2
5718.3 6486.7 7585.5 8823.3
102.2 119.5 139.0
125214.8 131135.8 142237.4
14572.5 15118.6 16210.9
10924.6 10924.7 10924.9
8.18
4806.7 4869.3 4979.2
4070.7 4359.7 4931.4
64.1
114276.0 118958.7 127852.8
9498.5 9758.7 10279.7
7279.2 7279.3 7279.5
6.84
4415.2 4467.4 4561.3
3700.9 3921.9 4359.1
58.3 61.8 68.7
110209.4 114639.0 123036.8
6952.7 17213.1 7733.9
4733.5 4733.6 4733.8
5.96 5.99 6.06
4132.7
3668.5 3087.2 4319.7
57.8 61.2 68.0
259894.4 284747.6 323707.2 367122.2
28573.1 30484.6
246744.1 269237.7 304137.8 342843.2
22069.7 23695.5 26127.8
194435.4 201671.9 215461.2
23111.8 23657.9 24750.2
187913.1 194771.1
33488.3 36765.1
28833.1
1
Shear
r
8.25
828 8.32
8.31
8.35
8.21
8.27
6.85 6.87
4181.1 4268.1
90.1
68.7 77.7
3
kg x 10
4
66.9
58.2
ift
STF4 L TAHIiLS
TABI.K
12 (com.)
SINGLE JOIST WITH CHANNEL AND PLATES ON THE FLANGES (GIRDERS)
tA p*tr
Fop
A
F
Mrwjtt
/ _ \
Tv tt*
Section nl
CdMfft
A/aji
Of
A
Gravity
Wnan
TJiw
-W_
f
Mnf#
A«
-
f
1
taMTjnji
A
R*t*
—
1
fhwV
r —A Wlfjtfi *
,
Th,*-
trwts
of Fltt/>$*S
Top
Bottom
mm
mm 33 0 30.8
r
Ikifi
w,
ISWB 560 1
112 5 101 5
kg
it.mc 4oo
iruFTi
49 4 320 404 R
-
mpri
mm
10 0
320
mm *
120 100
42
1
250
»
413.0
10
0
320
*
12,0
ISMC 350
ismc son
BR 9
49 4 404 6
42 413 0 1
ISMC 350
R62 5
320
—
— — —
320
27.6
20 06
29 2
35037
29 40
39fl
27
30.85
32.4 35,6
458
3066 6
224 5 241.0 266 4 294 4
2202 3 2364 2 2613 4 2688
28600
26,20
2952
27.8 29.2
33,8
30/ DO 339 40 375 00
31.01
32.1
45.
3259
35.0
53.8
100 120
187.0
19.6
23 8
1
16 0
202
1
233 27 244 67 257.47
2527
192
1034,5 1884,5 1982 6
10 0
179 8 184 B 194.8
1763.8 1812.9 1911 0
229 00 235 40 240 20
26.16 27,00 2B.55
20.7
23 8 25 a 29 B
1951 2
253.40 274 40 306 00
2570
24.1
27.06 28.56 30 3
25 5 20 4
29,7 34.7 41.7 49 7
1659 9
23 58 24 47 26 12
17 0
202 80 215 60
19 7 21,7 25.7
17.9
23 4
200
m
jH
lfi
0
23?.
254 9 202.5 312 6
1
cm
26.10 27.65
42.1
250 *10 0
413 0
120
25 0
to n
32.0 40 0
198 9 215 4 240 e 268 ft
10 0
154.2
12 0 in 0
159 2 169 2
10 0 12.0
142 4 146.3
1396 9 1435 2
1H1 38 106 38
23 39 24,15
16 0
154 2
1512.7
19638
2550
100
136 9
174 41
12 0
1
1343.0 1381 2
16 0
148
24 17 24 94 26.38
ISMC 350
42 4
1
3
0
35 A
30 4
29H2
320
V
0 320
1
351 2
ISMC 250
26.82
12 0
20
ISMC 300
302 27 324 67
25 0 32 0 40 0
20 0 4fxj
2327.9 2500.6 2771 3
20 0 25 0
40 0
16 0
ISMC
cm 5
32.0
20 0
ISMC 350
N
K
—
—
— — •— "
250
250
*
V
20.0
4Q. 7
2113
t
2362 2 2636 9 1512.7 1561 3
14587
342 40 196 40
179.41 189 41
1
53 6
38 a
25.8 29.8
31
2
24 4
28 4 19,5
22.4
24 4 2B.4
(Contjnuod)
SlN(nr
j(>(S
[
ItANNH
(
AMm,M b (JN
]„ h
j
ljVMjts
TABLE
it
12 KonuL)
SINGLE JOIST WITH CHANNEL AND PLATES ON THE FLANGES (GIRDERS)
UTIOflTfl
T
p
Moments
of
tladius o(
DriJan-c^s
A eux
MoJub
0*
5«ion
MjjtfTKLin
OyTflitft/i
AJte***i*te
Moment
1
r
V
w
>r
A Whoi*i
Mjuyrium
^
t
Top flAfig-
M
S
z'
2,
Only
cm
32.04
cm 20 00
cm
4
cm
4
cm 4
cm
cm
19603 5 20229 8
9 45
7316 2
6124 8
944
7752.1
9 42 0 40
85327
6905.6 8023 9
96 5 toe b 126 4
9336,9
92866
146.3
847
6572.4
6054,4
0 49 851
6927 0
6820 5
7554.1
7914,6
95 4 107 4 124 7
853
8200 2
9146 B
144.1
9 51 9 50
5562.9
4449 7
70.1
949
56260 57380
4742.3 5321 .3
74,7 83.8
1
Cm
1
kg
m
m 10^
196231.3
27015.4
31 .50
217525 S
289269
31 .26 31 ,01
250043.9 288010 6
31930 S 35207 4
21322.1
165333,2 204516.4 234261.3
20512 0
13180 3 13440 fl
2672566
27275 A
140570 146829 6 5804 1.3
21554,1
23192.5
16952 3 16952,9 16953.0
13520! 9 141163.7
4413 9
69 5
S50 654
5229 J 5331.9
4703.5 5276.4
74,1
152250 6
1187 8 11070 2 11076 3
5171.2
20.80
16479.3 17025.4 18117,7
0 40
30,01
11994 9
8 46 0 49 0 51
53209
4064 B
76 6
5649 5 6228 8
87,7
6.53
68250
5569.0 6575.2 7707.9
121.4
843 050 855
40200
33577
52.9
4076.4 4174.0
3623 0
57.1
4147.1
653
706
jow ya
7 06
3714 3 3798 3
3022.4 3225,6 3627.2
47.6 SO 8
2995,3 3196.3 3593.4
47.2 50.3
30.61
17.50
29.99
29 60 29 22 31.53 30.96
20.00
29 81 30.65
20.11
1
17.50
17.50
27 45 27.05 26.60 28.23 27.54 26.29
17.50
20.37
15.00
27,01
26.70 27.54 26,97 25.93
12.50
22137.9 24570.1
22100 2
22414 5
13961.7 1 4402-7
1
136749 0 152873 177077.9 205641 6
18141,2 19767.0
122554
22199 3 24904 6
12776.3 13297.3
947694
14108 5
10692.7
99764 0
14654.6
10692 8
109026.6
15746 9
10692.9
85750.4 S9701 3 97147 3
9034 5 9294 9
7047.3 7047.4 7047.5
62476.9 86189.0 93179.0
6468.7
9815.7
6749.1
7269.9
4501.6 4501.6 4501 .0
7.07
6 10 6,13
3411,7
620
3532.3
34552
kg
*
105
54 6
83,1
48 2
1036
57.1
66 6
(Coniinuetf)
STEEL TAIJELS
il
TABLE
—1
12 (Contd)
SINGLE JOIST WITH CHANNEL AND PLATES ON THE FLANGES (GIRDERS)
Wdtght [»r
Of
Sactonul
Bottom flung*
r
A
v\
a
(WJ
|
Conl/tt of
M-fltrn
Mean Thickness of Rang as
Gravity /v
.
I,
C XX
]
Top
Bottom
0*4 vjn*
nr
“IT JGV/n 500
052
ISMC 400
033.9
mm
49 320 484 6 ,
-
mm
mm
100 120 16 0
320
mm *
25,0 32.0 40.0
20,0
ISMC 350
42
1
250
*
4130
100 120
ISMC 350
49 4 494 6
42.1
413.0
ISMC 300
7102
—
—
350 351 2
ISMC 250
— — —
30.4
298 2
320
ISMC 225
25,9 254,1
— —
2600.6 2S96.9
mm
mm
200.15 302,55 337,75 376.15
25 8
31
27,4
30 6 33 8
36.5 43,5 51.5
263.06 284 06 317.28 352.00
25.74 27,06 26.52
30 06
25,7 27.2 30.0 32.9
31.5 36.5 43.5 51,5
17,0
21.5
,5
0
320
249.1
40.0
277.0
2717 4
10.0
169.7 174,7
216,15 222.55
23.65
23 5
16.0
1047
1664,0 1713.0 1811.9
22,01
12.0
23535
25.21
27.5
10.0
162.4 167.4
1593.1
12.0
177.5
206.06 213,28 226,00
23.69 24.54
16.0
1642.2 1741 3
m 10.0
127.9 131,9
1254,7 1293.0
162,91
12.0
167,91
20,93 21,71
16 0
139.7
1370 5
177.91
23.14
x 10 0
122.4 126.3 134,2
1200.7 1239 0 1316 5
15594
21.71
160.94 170,94
22,49 23,93
114 0 117,2 123.5
1110 3 1149.7 1211 5
145.28 149.20 157,28
21.57 22.25
320
320
250
*
*
*
20.0 25.0
12 0
*—
—
265.1
295 3
2157,2
2329 9
cm 24.40 25.63 26,95 20,37
200
250
— — —
219 9 237 5
cm 2
2031,7 2193.5 2443.7
16
ISMC 400
20 0
N
16.0
200
* 10,0
12.0
16 0
207,1
223.6
26.11
23,51
21.5 18 6 27.5
21.5 23*5 27.5
16,3
204 22 A 26.4
17,5
20.4
224 £6.4 18.0
23.0 25.0 29 0
(CcnUnuod)
SINGLE JOIST CHANNEL AND PLATES ON THE FLANGES
13
"
Y
TABLE
12
(Cortid)
SINGLE JOIST WITH CHANNEL AND PLATES ON THE FLANGES (GIRDERS)
Extrema Fibre
*
Gross Moments
of Inertia
Radius
uisfartce
A_
*
e *K
1
K,
29.46 28.93 28,71
28.07 27,45 27.09 26,75
17.50
29.05
20.00
Section
Only
cm*
cm*
cm 4
152781.2 170717.9 98797. 230194,5
26262.6 28174.1
an 3
cm 3
9,63 9.65
34454.6
19307.2 19853,4 20945.7 22038,1
6262.3 6661 .7 7377.1 8114.6
5185.5 5900.4 6923.9 8079.2
143634,0 159945.7 184963.8 212766.9
19759,2 21385,0 23817.3 26522.6
12803.9 13064.4 13585.3 14106.2
865
5587,0 5911.3 6485,6 7077.7
5124.9 5826.3 6827.6 7954.5
80.7 91,8 107.5 125.3
106172.6
20801.3 21347.4 22439.7
16576.5 16576.5 16576,6
9.81
4554,5 4712.8 4815.0
3654,9 3922.9 4452.9
57.6 61,8
15726,5 16272,6 17364.9
11
sou SOI
3624.5 3889.8 4413.8
57.1
11
121362.3
25.63 25.25 24,22
15,00
25.00 24.42 23.38
12.50
2507
11.25
24.59 23.73
S
cm
27,25 17,50
M 21
111454.1
10191L5 106854.4 116100,2
311 77.8
^
9.6!
9.57
8.66
8 66 8.67
979 976
kg.rn n
ID3
81.7 92,9
70.1
11501,9
876
4301.4 4354.4 4447.3
7,22 7.22 7,22
3003,6 3051 .9 3127,4
2436.8 2623,1 2987.2
33.4 41.3 47,0
S
2781.6 2820,9 2889.5
2416,0 2598.3
38.1
29580
40,9 46.6
2556.1 2589.5 2649.1
2199,5 2342,2 2623.8
34.6 36.9 41.3
72359.1
9279.9
6779.4 6779,5 6779.6
60394.7 63446.4 69152,5
5952.9 6213,3 6734,1
4233,7 4233,8 4233.8
6.1
55138.5 57604,5 62272,6
4195,3 4328.6 4595.3
3111, 3111.5 3111.6
5.37
6,21
6.28
5,38 5.41
46.8
127.2
8,72 B.73
8498.7
kg * 103
109,1
.8
62983,5 66244,2
8759,1
Shear
I ^
2c
28,41
28,12 27.47 26.30
A
.
Top Har>ge
1
28.49
Maxm-ium AlCFwabie
rt
Whole
Cm 20,00
Maximum
of Section
r
!
A
cm
Modul
Moment v»
’
d
Gyt abort
61.3 69,5
40.0
(Con tinuod)
STl-H. TAlUiLS
44
TABLE
12 (Conti)
SINGLE JOIST WITH CHANNEL AND PLATES ON THE FLANGES (GIRDERS)
M*wm Thckna&s of Flunks
.a.
XMS-E
_y\_ bon
Top
W
kg
ISW3 450
7^4 ISMC
350
^3
mm
mm
run
42.1
250
x 10.0
32C
ISMC 350
mm
61 .6
ISMC 300
604.3
35S 351
ISMC 250
250
— —
30 4
ISMC 225
ISMC 200
66.7 654.3
ISMC 350
— —
22-1
42.1
200
—
216,5
fSWB 400
250
—
25 S 254 1
250
200
* 10.0
42.1
ISMC 300
35 3 351.2
— —
1SS SI 193 21
21
1488.2
16.0
1556 3
206 01
22.10 23.66
IC O
1
34.9
1323 4
1386
1361.6
16.0
146.8
1438,1
21.05 21.7S 23.14
17.9
120
171,73 176.73 186.79
18.56 19.32
151
111.6
1094.
115 5 123 3
1133
2007
1209.
142.13 147.13 157.13
100
320
t
*
320
10 0 12 0 16.0
x
1
IS 31
1
C3 2 106.3
1012.4
13147
19.15
1125
135 47 143.47
1992
16 0
1042.9 1104 6
10.0
12.0
99 4 102.6
975 1 1006 5
16.0
1
06.
1068.3
126.67 130.67 135 67
17.3
2041
21 2
23 2 27 2
21.65
33
23 51
27.0 29 S
40.1
1314,5 13 63. 1461 7
170.67 177.07
15 5
£9 87
IS 58 19 71 21.23
1158.8 1237.0 1314 5
155 65
13.66
163
134.0
12.0
1
16 0
149,0
134,0
23.2 27.2
20.1
10 0
15 0
21.2
24,1
2164 1 2438 6
122.2
16,4
22.7
220 6 243 6
125.1
190 21.0 25.0
22.14
1753.0 1914.9
12.0
16.1
20 90
17S.7 195 2
10 0
25.0
227 67 243 57 231.07 316 67
25 0 32.0 40.0
39.
19.0 21.0
06
19 74
22. Ui
28.
21.47
21
49.6
24. t*l
20.71
12.0
* 20.0
*
117.0 121.0
2S,3 31.2
26
12 0 16 0
20.0
413 0
1435.1
151.7 161.7
* 10.0
16.0
ISMC 350
146.6
1255
T20
473.0
27,51
149.10 154 10 164.10
2
2S5.2
332 81
1
1447.8 1157.0 1253.5
i
34,6 41.6
2563 4
12,0
3512
29.6
25.5
22SS.7
10 0
*
24.0
23 31 24.60 26.02
40.0
250
mm
264. SI 297.21
20.0
35 9
mm
243 61
.320
*
cn.
677.6
16.0
42.1
cm*
2039 5
191,4 207,9 233,3 251.3
413.0
ISMC 300
20 0
250
i
H
^9
12.0
413.0
773.9
ISMC 400
Bottom
1
24.94
1
48.1 18,1
20.1
24
1
20 4
50,65
19 33
22.4
170 65
2071
26 4
1
(Continued)
SINGH; JOIST CHANNlil. ANI3 PUVTLS
ON
JZS-.
TUI;
TABLE
—*
v
fbflrnmo Tibia
—
-
~
V
2550
17,50
24 91 24 59 24.30
25 55
17.50
24.91
23,75
2571 25
15 00
1
24.22
23 20 22.54 21.65
15.00
22 40
12
50
22.49 22.02 21,16
11.25
21.67 21 .40 20.55
10.00
2291
17,50
22.37 22.10 21.87 17.50
21 IS
23 10 22.53 21
65
15.00
V
—
ft
Whol*
Top Fling*
Section
Only
cm 4
cm 4
18470.1
cm 8.71
22536.2 £5241.5
12163.4 12423.9 12944 8 13465,7
14445.4 4391 .5 1 5083.
10861,2 10861.3 10861.4
879
20103 9
1
67695.9 70931 .4 77006 0
9371.4 9631,8 10152 6
7215.8
46011.0 46636.3 53534,8
6036.8 8347.2
86680
6573.5 6573.6 6573,6
44012.4
5541.0 5301.4 6322.2
39864.9 41845.3 25574.7
3783 4 3916 7
33502.0 40373.6 43890.0
2908,1
82554.2 933C5.3 1100S6 2 128882.1
18159,4 19785.2 22217.5 24922.8
46458 3 51006 2
21.84 20.64
22.93 22.30
75002.0 79074,5 86641.2
Moduli of Secbon
4183,4
3041
3308
Maximum
Maximum
Allowable
Allowable
Shear
Moment
I
109500,7 122801.3 143501.0 166568.3
of
-J\_
cm 4
cm
Radws
of Inertia
Gyration
r—
cm
12 (Contd.)
SINGLE JOIST WITH CHANNEL AND PLATES ON THE FLANGES (GIRDERS)
Gross Moments
Dislnncoti
4J
FLANGES
.4 1
871 0.71
0.7!
801 8,84
i
M
£
cm 3
cm 3
4698.2 4992.8 5514.9 6053.8
4293,6 4329.0 5835.9 6855.0
67.6 77.6 91,9 108,0
3528.7 3577,3 3661.2
2934.9 3175.0 3643.8
46 2
2633.5 2817.5 3130.6
41.5 44,4
3215.3
kg.m m 10
7215.9
7.37
3256.1 3323 3
7.36 7.36 7,35
2473.4 2517,3 2534,7
1983.7 2148.3 2473.0
31.2 33,8 39.0
4027 8 4027,8 4027.9
6.24
2279 6 2314 6 2375.2
1954.6 2127.4 2448.0
30,9 33.5 38.6
2905.6 2905.6 2905,7
5.36
2081.3
1772,9
27.9
5,38 5.40
2111,2 2164.1
1900
29,9 33.9
2030.3 2030 3 2030,4
479
19504
4.82
1S77.9 2026.4
12004,0
8.93
12264 5
092
3950.5 4214.7
12785.4 13306.3
8.89
4633 6
887
5168.7
9.10 9 10
2901 7 2945.2
9.11
3019 4
2626 8 2663 5 2727 7
628 634
483
141267 15765,1
10701 9 10701 9 10702.0
49009 6
9052.7
7056.5
7.63
51617.6 56503.2
9313 1 9633 9
7056 5 7056 6
761 7.59
4
2151.7
27,7
3602.9 4170.7 4981 .0 5891 B
56.7 65.7
2388 6
37.6 41.0 47.7
1
33.6
29 7 33,6
32.5
78 5 92,8
2285 9
33.4 36,0
2S10.4
41
2121.4
39
3
50,1
1760.5 1B86.6 2135.6
2603.3 3025.
kg x 10
57.5
7.39 7.38
+
1
500
7215 9
54773.9 58051 .2 64094.3
14672 8
—
1
(Continued)
STELLTA0ELS
4r»
TABLh
12 (('on tit
SINGLE JOIST WITH CHANNEL AND PLATES ON THE FLANGES (GIRDERS)
Cofflprj^r^i cl
Weight
/\
Jo***
/V
,
i
w
—
r~
fop
f
per
Ling*
FVjftCHTi
FLsnge
Sectional
Centre
A/ea
of
Metre
f
Gravity
... -
Mean ThiCin&55 of Range*
C„
a
(VY)
Top
Bottom
i
ChanruH
fUt*
Flats
ISOO
Design*
h Width
non
3 SO
52.4
ISMC 300
514 0
35
B
3512
ISMC 250
ISMC 225
30 4 209.2
25 9 254.1
ISMC 200
IK**
ividih
22.1
216 B
m rr
50.9
ISMC 330
556 2
—
250
—
— _ “ —
250
200
200
12.0
in j
16.0
119.6
10 0 12.0
102 3 106 3
16.0
114,1
1042,8 1T19.3
10.0 12.0
94.0
922,1
97.1
16.0
103,4
952,0 1014.4
t 10.0
12.0
90.2 93 4
084.9 916.3
16.0
99.6
977.1
20 0
168.9 185,4 210 0
1656.9 1818 8 2067.9
238,
2342.6
* 10.0
124.2
12.0
129 2
1210.4 1267.4
16.0
139.2
1365 6
10 0
112.4 116.3
1102.6
143.14
12.0
148.1 4
160
124.1
40 9 1217.4
x
«
42.1
250 10 0
120
25.0
16 0
32.0 40.0
42.1
413 0
ISMC 300
35.8
351.2
— —
— —
—
320
250
Cm
i07.a
413.0
320
,
H
10.0
«
—
—
—
frnti
.
20 0
ISMC 350
Thick ,
mm m m
*
I5WB 350
.
trass
kg/N
ISMS
*
*
mm
mm
1057,5 1095.8 1173.3
137.35 1 42.35 152.35
16 25 16.98 10.30
14 2
1003 5
130.38 135.38 145-3S
6 94 17.58
15,0
18.0 20.0 24,0
119.72 123.72 131.72
16.78 17,42 10.62
15.2
19.9 21.9
1 1 4.92 118.92 126.92
17.33
16.0
215,16 23a 16 266.56 304.15
16.51
11
158.16 164.56 177.36
158.14
1
1901
25,9
17.98 19 18
20.90 22.32 16.57
14.6
36 IB 79
1
7
16.33 17.07 1 8.30
19.9
21.9 25,9 21,6 23.2 26,0 28.9
19.68
18,0
20,0 24.0
27.1 32,1
39
1
47J 17,1 19,1 23,1
1E2
19.1
21,1 25.1
SINGLE JQLTT CHANNEL AND PLATES ON THE FLANGES
TABLE
47
12 {Conul
SINGLE JOIST WITH CHANNEL AND PLATES ON THE FLANGES (GIRDERS)
E*ir*fnfl Fibfti
Gro^a Momenta of
Inertia
RjkJujs el
A
cm
cm 4
cm
20.51 1 D.98 19.06
15.00
19.77 1 9,23 16.30
12.50
19.66 19,42 18.62
1
19.28 18.83 18 03
10.00
2030
17.50
1
.25
Whole
Top Rftfvgo
Seaion
Only
cm 4
cm*
M
cm
cm 3
an 3
6631,4 6631,4 6631.5
7.73
2032,1
16106
7.71
7.68
2066.2 £124.6
1755.3 204Q.2
6.59 6 61 6,65
1861.0 1891.3 1943.3
1595.5 1738,2 2019,4
25,1
8462.8 8983.
31530.5 33431,2 36948.2
5656.6 5917.0 6437.8
4085,6 4085,6
2336O0
3899 0
1690.2
1420,0
5.71
1716.1
32793,3
4032,3 4299.0
2963.4 2963.4 2963.5
571
29902.1
6.71
1761,$
1540,1 1760.6
22.5 24,3 27.7
27350,1
3023 7
1578.2
1418.6
22.3
3157.0
1601 1643.1
15297
24,1
3423 7
5.15 5.19
1
31516.1
2068.1 20&8.1 2088.2
5.13
28802.0
1748,1
27.5
611149
11393.0 12153.5 12679.3 13200.2
9.13
3301.0 3534.9
47.4 55.3 66.5
9.01
4382.5
3011.2 3509,5 4220.9 5020.0
9.30
2375.6 2413.9 2479.0
1944,3 2132.3 2502*0
30.6 33.6 39,4
2139,2 2171.7
1710,7
222B.1
2139.3
26,9 29.2 33.7
40857
39357.4 41902.9 46583.1
13914.6 14460,7 1 5553,0
10595.9 10595,9
10596 0
9.37 9,36
34941,9 36977.4 40774,6
8840.6 9101,0 9621.8
6950.5 6950.5 6950,6
7.86 7,84 7,80
1
5,CQ
NOTE
:
9,10 &.05
39507
3
3
10
8202 4
82872.0 97828.0
19.93 19.06
x
35076,8 38883.2
19 63 19 49
2043
kg-m
33028.1
17947.3 19573,1 22005.4 24710.7
18 62
Maxim urn Alcwabte
yy
69579
17,50
Maxim u m
r
19.63
20.24 19.65
of Soctioo
Moment I
r
Medui
GyraJion
Xfl
M 1C
26.8
25,4 27.6 32.1
27.4
3L8
26.5
79.1
1855.1
(3)
The properties given in this Table are based on the gross area of the section. The mean thickness of flanges is computed according to Note 2 in Table of IS 800-1 9SS. The maximum allowable moment is computed on the basis of allowable stress specified in
(4)
The maximum
{1) (2)
II
9.2.1, of IS
specified in
:
800-1956 and gross modulus of section (Zt) given in this Table. allowable shear is computed on the basis of the allowable shear stress 9 3.2. and the effective sectional area defined in 20,6,2.2. of IS 800-1956. :
STI.I
(M
J
tAUU. S
TABU-: 13
SINGLE JOIST WITH ADDITIONAL
PUTES ON BOTH FLANGES (COLUMNS)
/AsSghf
Otmi
f
Oodtonal
MckJijIi of G-TCtlOfl
tv
I
H
rtajgftrtjofi
? f
ft
r
hifr'yt lo
w*mt
fj#m
f
f Jin'
OyraiFon
RfifJii ol
Ahni
_^x
Mglrrj
m
Wwrsd
^
ii
/V 1
a Ifil ftS
1
U)
2/.r
?(55
9
film
TP
rnm
250
12 0 16 0
74 2 89 9
200
105 6 125 2
25.0 32.0
ISHfl 150
ISHB 150
IBHB 200
30 6
34 6
3/.C I
300 2
339
250
4
365.0
250
250
40 0
52.7 184
120 160
77.7 93.4
HO 200
-10
0
39.2.4
250
1035 9 1228 2 1498 0 1006 G
1
1
7622
200 250
123.7
936 3 1070 3 1262 5
32 0 40 0
156 2 187 0
1
12.0 16 0
81.7 97.4
20 0 25 0 32 0 40 0
32 7 160 2
109
1
113.1 1
191,6
120
04 4
te 0
100.1
1532.3 840,4
001.5 955.5 1109.5 1301 8 1571 6 1079.6
20.0
M 5.8
028,0 082.0 1136.0
25 0
135.4 162 9
1328 3 1590 0
194.3
1906!
32.0 -100 IS
727 9 801 9
1
2 0
37.
16 0
102 0
200
tia.s
25 0
130.1
32.0 40.0
T65.G 197.0
054 4 100G.5 IT02 5 13S1.0 1624 5 1D32.6
?
an*
CfT]
94,48 114 48 134 48 159 48 194 46 234,48 90.98 118 50
138 SB 163 98 190 98 238.93 104 00 124 03 f 44.00 169 00 204.03 240 00 107.54 127.54 147.54 T 72.54 207.54 247.54 110.94
620.6 767.5 917.3
3
284 5
7 56 7.81
1387.1 1719,3
387.9 451.2 555.4 701.2 867.9
630,3
776 7 926 1
1 1
09
1
6.71
286 8
7,44
6 02
370.2 453.5 557.7
7.71
624
299.6 372.9 456.3
703 5
1127.1
560 4
1403 9 1735 0
706,3 872.9
924.8
327,4 410.7 494.0 593.2 744.0 910.7
1311.
2333.9
150.94 175 94 2t0.94
250 94
2342.0
6 48 6.60
680
641,3 787 2 936.2
1559.5 1914.7
os
8.74
870.2
1117.0
y
834
6 14 6.34
9.i a
1117.5 1395.0 1726,7
934.9 1125.7 3321 3 1568.6 1923.3
13094
cm
329.6 412.9 496.2
800 4 746.2 912.9
7.96
6.39
8 26
652 665 675
8.66 9 12 7.32 7.60
7 86 0.16
858 9.04
9 01 3
0.00
5.90 6.13 6.29 6.44 6.58 6,69 6.17 6,34 6,47 6.55
10.33 10.63 11.04
6 69
1.49
6.78
9 72 9.99
6.09 6.28
1
10 25 T0.56
1097 11.43
6 41
6 53 6.65 6.74
(Continued)
NOTE
:
Properties given in this Table arc
based on the gross area
of the section.
sjNfiLf. joist
i9
with additional flails on both flanges
Y
TABLE
13 (comdi
SINGLE JOIST WITH ADDITIONAL PLATES ON BOTH FLANGES (COLUMNS)
^
Composed
d
Uodui
Weight
One
Steel Joist
Rales
Each
A_
1
1
>\
^rr
1
f IT
1
1
'r>
Form
A
r
i
w
CV#s ignition
o* Gvra&ofi
Secton
A.
r
Metre
Flirvj* to
of
Area
per
Width
Thiqknes*
A
r
-
a
<W1
£
\ i
N
kg
ISHB 225
ISHB 225
ISHB 225
431
,
43.1
468
422.8
422.8
459 .1
mm 320
320
320
mm
320
320
140ST
163,1
1649.1
157 34 182 94 214 94
203.9
2000.3 2394.6
25974
2444
12.0
1074
10507
0
127.2 147.3 172.4
1247 8 1445 0 1691.2
207 e 247 a
2036 6 2430 9
135 46 162 06 187 66 219 66 264.46 315.66
12 0
m.3
1091.9
141
16 0
131.4
1239.
167.36 192 96 224.96
20 0 25 0 32 0 40 0
500 3
400
51 5
1496 2
176 6
1732.4 2077.8 2430.0
1
211.8 252.6
76
26976 320 96
1866 4 2222.7 2731.5 3328.3 1527.4 1834.9 2145.3 2538.0 3097 3 3751 .6
05 32
7,75
11.58
6 14 5 35
11 11
11
B9
8.51
496.9
1092
633 4 770 0
11 21
7.63 7 91 8,10 8 28
940,6 1179 6 1452.6
532 2 663.7 808.2 975 9 1214.8 1437 9
11
43
11
60
12.15 12.43
13,43
7.75 8 00 8 17 6.39 8 49
1389
861 7.65
9.63 9 93 10.18 10 39 10 60 10.77
1270 13.01
229.71 274.51
2554.5
979.1
3113.1
1218.0
32571
3766 6
1491.1
126.4 151.5
1240.0
1768.1
733
12.27
176.6 208.0 252.0 302.2
1732.4 2040.5
160 96 192 96 224 95
155.2 180 3 215.5 255,7
1522 5
16.0
20.0 25 O 32,0 40,0
14662
264.96
2472.1
320 96
2964 6
384.96
2162 4
2156 4 2548.3 3043 5 3748.4 4572,3
1
951 .4 1164.4 1431.4 1804.7 2231.0
45
B
1763.7 2114.1 2503.4
200
535 3 671.9 608 4
6.54
12 22 12.68
12.02 12 32 12.59 12.92 1 3 34 13 51
1325-3
B 01
12 30 12.75
1545.5 1852,4
11292
1354
12.0
310 94
cm
cm
146 51 172 1 197 71
115.0
16.0
32 0 40,0 51.0
1
12.0
25.0
ISHB 250
1307.O 1535.2
1211 5
40.O
536.6
494.2 630 7 767 3 937.9 1175 9 1449.9
131 74
23 5 43.6
32 0
54.7
1291,0 1569 7 1851.3 2208.2 2717,7 3315.7
1014 A
1
200 250
ISHB 250
cm 3
103.4
40O 500.3
cm*
16 0
20,0 25 0 32.0
51.0
cm ?
12.0
16
ISHB 250
u
12 55 12 82 13.13
13 54 1
4 00
B5S
7.
SO
8 09 8.26 8.43 B
55
(Co}\tirtu&d)
NOTE
:
Properties given
in this
Table ore based on the gross area of the section.
STEEL TABLES
50
TABLE
13 (Contd)
SINGLE JOIST WITH ADDITIONAL PLATES ON BOTH FLANGES (COLUMNS)
Weight
GdCJionaJ
per
Aren
Metre 1
Dmgrurwi
Y/xtlh
TJiwrtrHfris
-/N— ^3
ISHB 250
54 7
N
536 6
mm
576 a
N
12 0
130.1
16.0 20.0
155,2 180,3 211.7
1276.3 1522.5 1768,7 2076.8 2508.4 3000.9
400
320
ISHB 300
fSHB 300
63 0
58.0
63.0
618.0
576.8
fiia.O
320
400
400
1
40.0
255.7 305,9
2.0 16.0
139.1
1
20.0 25.0 32.0 40.0
ISHB3CO
n
kg
320 56 a
yy
/\
mm
25.0
1SHB 300
*
i—
*>y
m
1
— ——ir^—
Moduli of SodionaJ Radii of Gyration
12.0 16 0 20.0
119.0 159.2 184.4 219.5
259.7 1 23.3 143,4
1
1167.4 1364.6 1561.8 1809.0
2153.3 2547.7
cm
3
cm
3
165.71
1786.1
197.71
2174,0 2565,3 3060,0 3764,2 4587.3
229.71 269.71 325. 7 389.71
2297.0 2660,0 3135.9
330 85
4572,1
157,05 182.65 208.25 240.25
£321 A 2691.8 3159.0
163.5 188,6
32.0 40.0
223,8 264,0
2195.5 2589.B
285.05 336.25
3622.0 4593.4
1315.5 1561.6 1809.0
170 0 202.85 234.85 274.65 330.85
2217:2 £582.3
12.0 16.0
20.0 25.0 32.0
40 0
134.1
159.2 184,4 £15,5
2117 0
259,7 310.0
2547.7 3041.1
136.4 163.5 188.6
1357.7 1603.9 1850.2
220.0 264.0 314.2
2158.2 2589.0 3032.3
394 85 176.25 208.25 240.25 280.25 336.25 400.25
3! 50.5
4577,3 5550.1
2242.2
27067 3174,3 3763.8 4599,6 5571 A
cm
12.15 12,45
9.45 9,82
1273
10. OB
10,53
546.7 683.2 819.6 990.4 1229.4 1302.4
14,35 14.67 14.95 15.29 15.73 1 6.20
550.0 686,6
14,20 14,53 14.82 15,17
19537
37407
cm
13.05 13.47 13,94
37997
£50
3
740.6 953.9 1167.3 1433.9 1807,3 2233.9
19287
151.65 177.25 202,85 234,85 279.65
1209.6 1406.0 1603.9 1850.2
12.0 16.0 20.0 25.0 32.0 40.0
cm
823.1
993.8
10.31 10.71
7,59 7.85 8.04 8.21
8.39 8.52 7,49 7,75
7,95 8.14
1232.7 505 8
15,62
8.32
16,1?
84S
749.7 963,0 1176.3 1443.0 1816,3 2243.0
14,50 14.82 15. TO 15.43 15.87 16.34
752.3 965.7 1179.0 1445.7 1819.0 2245.7
14.36 1 4.69 14.99 15.33
1
1578 16,26
9.37
974 10,01
10.25 10,48 10.66 9.24 9.63 9,91
10,16 10.40 10.59
(Continued)
NOTE
Properties given in this Table are
based on the gross area
of the section.
SINGLE JOIST WITH ADDITIONAL, PLATES ON BOTH FLANGES
TABLE
13
(Contd.)
SINGLE JOIST WITH ADDITIONAL PLATES ON BOTH FLANGES (COLUMNS)
^ 1
One
Composed
of
Steel Joist
kg
67.4
^
r
w
Designation
ISHB 350
Rates Each Flange
H 661,2
I
to
Thickness
mm
mm
710.2
320
12.0
20.0
ISHB 350
72,4
67.4
710,2
661,2
320
400
710.2
400
77 A
759.3
320
Section Rad* ol Gyration
zyy
I
Wp
1
1
(W)
a
N
1
cm 2
cm 4
cm 3
cm
cm
162.71 188.31 213,91 245.91 290.71 341.91
2370,6 2799,7 3231.3 3774.7 4543.4 5434.7
6,51
699.3 835,9 1006.5 1 245.5 1518,5
16 85
7.71 7.91
193 0 228.2 268.4
1252.7 1449,9 1647.1 1093.3 2238,6 2633.0
7.44
132.7 152.0 172.9
1301.8 1 499.0 1696.1
169.01 194,61 220.21
2404.9 2833.4 3264.3
566.5 703.0 839.6
16.31
252,21 297.01 348.21
3906,8 4574,4 5464,6
1010,2 1249.2 1522.2
17.37 17.86 18,37
8.01
562
6
1
17.16 17.52 17.99 18.49
16,63 17.00
8,09 8.28 8.43 7.32 7.60 7.81
1942.4
2287,7
400 12.0
142.8
1400.9
181.91
2707,0
762.6
16.68
9,16
16.0
167.9
20.0
193 0 224.4 268.4 318.6
1647.1 1093.3
213.91 245.91 285.91 341,91 405.91
3248.8 3793,5 4478,6 5447.6 6570,5
975.9 1189,2 1455,9 1629,2 2255.9
17.03 17.34 17.70 10.16 10,66
9.55 9.83 10.09 10,34 10,54
2741.4 3282*5 3826.5 4511,0 5478.9 6600.4
765.5
1942.4 2250.4 2681.1 3174.5
188.21 220,21 252.21 292.21 348,21 412.21
16.50 16.87 17*20 17.57
9.02 9.43 9.72 9,99
28.05 18.55
10.26 10.47
1350,8 1548.0 1745.2 1991.4 2336.7 2731.1
175.46 201.06 226.66 258,66 303,46 354,66
2862.4 3352.2 3844,3 4463.0 5336,6 6347,0
16,60 18.98 19.32 19.70 20.20 20,72
7,27 7*55
12.0 16.0 20.0
25,0 32.0 40.0
ISHB 400
of
198.0
40 0 72.4
ModuS
233.2 273.3
25.0 32,0
25,0 32,0
ISHB 350
1
25.0
160
ISHB 350
Metre
127.7 147.8 167.9
400 72.4
Area
12,0 16.0 20.0
32 0
fSH3 350
SectiOAaJ
per
Form
Width
320
Weight
12,0 16.0 20.0 25,0 32.0
40.0
147/7 172.9 198.0 229.4 273.3 323.6
137 J 157.8 177.9 203,0 238.2 278.4
2681,1
2201,4 2633.0 3125,5 1448.9 1696,1
978. 1192.2
1453.9 1832,2 2258.9 580,1
716/7 353.2 1023,9 1262,8 1535.9
8.20 8,36
7. 78
7*96 8.16 8.32
(Continued)
MOTE
:
Properties given in this Table are based on the gross area of the section.
STIil!).
TAW.ES
52
TABLE
13 (Contd.)
SINGLE JOIST WITH ADDITIONAL PLATES ON BOTH FLANGES (COLUMNS)
Weigh! per
_/V
m
to F Ofm
A
f
Wdth
320
mm
400
87.2
320
320
207,8 242.9 £83.1
23823 2777.2
250
152.8 177.9 203.0 234.4
2299 5
32.0 40.0
£78,4 328.6
2731.1 3223.6
194,66 226.66 £58,66 298.66 354.66 418.66
12 0
157.5
1545.1
20066
16.0
182.6 207.8
232.66 254,66 304.66 360.66 424.66
12 0
1499,0 1745.2 1991.4
25.0
£39,2
320
203.1
1791,3 2038,5 2346.6 2777.2
40.0
333.4
3270 7
12 0
147.5
16.0
167.6
20.0
187,7
250
212.8 £48.0 288.2
1447.0 1644.2 1041.3 2087.6
12 0
20.0
25.0 32.0
400
152,8 172.9 193.0 218.1 253 3 293.5
2432 9 £827 2 1499.0 1696 1 1693.3 2139 6 2484.9 2379.2
cm
2006 20.60
6.09 S.26
10.60 19 19 19.53 19.92 20.41
8.93 9 35 9,64 9,92 10 19
20.93
10,41
18.62 19.03 19.38 19.76 20.29
0.01
6400.1 7672,1
779.2 992,5 1205.0 472.5 1645,8 2272.5
3334.0 3934.6 4467,4 5181,8 6160.9 7291.2
596.2 732,7 869.2 1039.9 1273,0 1551.9
20.66 21.07 21.44 £1.06 22.39 22.94
3432.1
599,9 736.4 873 0 1043.6 1282,6 1555 6
20.44 20.67 21.25 21.69 22.23 22.00
3281.8 3099,5 4519.9 5299.6
232 66
1
187.94 213,54 239.14 271.14 315.94 367.14
194.69 220.29
£4509 277.09 322.69 373.89
3
7.17 7,46 7.68
3246.9 3865.2 4466.2 5266.7 6359.2 7641.3
1791.3 2033.5
16.0
3981 .9 4533,9 5227.3 6205,2 7334.2
cm
583.5 720,1
056 B 1027.3 1266.2 1539,3
776.4 909.7 1203.1
1469.7 1843.1 £269,7
1
£0 82
7. S3
9.24 9,55 9.63 10.12 10.35 7.12 7.41
7.63 7.63 8
05
022 7.02 7,31
7.54 7.75
7.97
8 16
(Continued)
NOTE
:
w
r
cm
£64.66 309.46 360.66
207.06
40 0 92 5
r„
18.40 10 00 19 15 19.55
2097,3 3366,5 3877.9 4495.9 5368 5 6377,9
Si .46
1396 9 1594,1
32.0
ISHB 450
cm 3
162.5 132.6
200
ISHB 450
v
142 4
160 200
806 4
*9
16 0
40.0
400
J
12 0
320
77 4
l
0
/V mm
82 2
82.2
\
1
20 0 25 0
ISHB 400
z«
Gy ration
—
Thick-
_A_ kg
r
i
f
Each Flange
fSHB 400
A
Area 3"
Orwj Stefil Jo&f
ISHB 4 00
Moduli of Section Radii of
Sectional
Melte
Properties given in this Table are based on the gross area of the section.
53
SINGLE JOIST WITH ADDITIONAL PLATES ON DOTH FLANGES
V
TABLE
13
(Contd.)
SINGLE JOIST WITH ADDITIONAL PLATES ON BOTH FLANGES (COLUMNS)
Composed
A
One
of
Steel Joist
Sectional
Metre
Area
1
% Id
Weight per
to
Moduli of Section Radii of
r^T
Gynwon
A ZYY
'yy
J
Form
/v Designation
W
Width
/V-
,
mm ISHB 450
12,0 16.0
20,0 25,0 32,0 40.0
ISHB 450
92.5
fcC7.4
4 DO
12.0 16.0
2Q.Q 25.0 32.0 40.0
NOTE
:
Properties given
in this
a
(W)
Thickness^
kg
162,6 107.7 212. 244,2
280,2 330,4
.
N
1
1595.
1841.3 2087.6 2395.6 2827.2 3319,7
167.9
1647.1
193.0 218.1
1693.3 2139.6 £447.6
249.5 £93.5 343.7
£8792 3371.7
cm J
cm 3
cm 3
207.14 239.14 271.14 311.14 367.14 431.14
3816.4 4511.5
213.69 245.89 £77.89 317.69 373 89 437.89
3064,5 4558.8 5255.6 6130.7 7364.0 8787,0
5209
1
6085.1 7319 7 8744.1
789,3
1002 6 1215.9 1482.6 1655,9 2282.6 792.2 1
Q05.
1218.9 1465.6 1858.9 2285.6
Table are based on the gross area of the section.
cm
cm
20.90 21.32 21.70
8.73 9.16 9.47 9.76 10.05 10,29
22,11
22.64 23.18
20.69 21,14 21.53 21.96 22.50 23,96
8.61
9.04 9.37 9.67 9.97 10.22
STEEL TABLES
U
TABLE
H
TWO
Uepnrrjt
of
Jfw«* t-W+*
$if|
^
£***«» 5*/*
IVwr*
n « t
lin*
UrtCTfffttS of
VM^jH p+f M«^e
!*« I*"*
OF SAME SIZE WITH FLANGES BUTTING AND WELDED (COLUMNS)
JOISTS
A«a
— ——
Modufi of
FlftdM of
fiwltofi
Gyralion
V
nr
4
i
w
ln*
1
fa
n
f
A
mm
1
J
Kq
h
g
H
2 Cftt
cm
4
cm
4
cm 3
cm
3
Cm
cm
TSO
3CQ
ISH0 150
270 265 0
542
531 7
6095
2911
2
4742 4
3 93.
316.2
6.50
8.29
.
150
,
*30
ICHB 150
30* 3002
«1 z
€00 4
77.S5
3050 0
5483 0
410.6
3584
6,29
6.39
150
•
300
ICHB 150
34 6
339 4
69 2
€78 0
08.16
3271
2
6381.0
<36.2
4080
6,09
0.51
400
iwa xb
3f 3
365 9
74 6
731 6
9500
72166
11442,2
721.6
572.1
8.71
1097
200
200
*
400
ISHB 200
400 3024
80D
754 8 101 88
7443 6
12351.1
7444
612,4
8.55
11.01
22S
-
<M
ISM9 225
43
4228
B62
845 6 10988
10559 0
16614.3
933 6
738,4
9 80
12,30
225
.
1W
ISHS225
43 6
450
03 6
9187 11932 10957 6 18177 0
0740
800 4
058
12.34
250
-
500
ISH3 250
51
0
500 3
1020
10006 129 92
15473 0
24222 6
1237.6
968,7 10.91
13 65
r«.
500
10H9 250
54 7
538 8
1094
1073 2 13942
15967J
26104,2
1277.4
1037.7 10,70
1369
300
.
MO
ISHO 300
59 8
578 0
117 6
11536
f
49 70
£5090.4
27777 6
1672.6
1111.1
2,95
13.62
300
.
500
ICH3 300
63 0
618
l
1280
1236
1
160 50
25900.4
29934 0
1726 6
1188 8 12.70
13.66
350
.
500
ISMS 350
67 4
6612
134 8
1322.4
171 02
3531 9.4
31743.7
21097
12700 14.93
13.59
350
.
500
IGH0 350
72 4
7103
1440
14205 104 42
39605 6
34253.1
2263 2
1360.3 14 65
1363
400
*
500
ISME3
400
77 4
759 3
154 a
15186 197 32
58167.0
36287.6
2506.4
1451.5 16.07
13,56
400
*
500
13HB 400
82 2 805
4
1644
1817-8 209.32
57647,0
358659
2333.4
1537.4 1661
1359
<50
/
500
•SMB <50
87 2
855
4
174 4
1710 9 222.23
70421 6
40701 6
3435.4
1628.1
1076
13,53
<50
.
WO
fSKB 450
07 5
007 4
185 0
1514 8 235,70
00699 8
43374.0
35966
17246 10.50
1356
1
1
1
TWO JOISTS OF SAMI: S171
MO D OR BATTENED
Y
—
TABLE
—
15
TWO JOISTS OF SAME
LACED
SIZE
OR BATTENED (COLUMNS) Y Designation
ISHB ISO
W, Kg
277
54,2 531.7
61.2
692
600 4
678.8
cm 2
6896
77 96
S3 16
cm 4
2911 2
30600
Z tr cm 3
3882
410.6
436 2
cm
6.50
629
6.09
Moduhia
Radius
of fraerta.
Spacing
Moment
Between
of
C
C
(o
of
Beam*
Inertia
W
$ cm
cm*
34 6 339 4
N Sectional Area
Radius of Gyration
30.6
8
265
Weight per Metre, kg
P/odulu^ of Section,
ISHB 150
3002
ft
Moment
1SH8 150
tmff
(
Moment
Modulus
3271
Rad us
Moment
Modulus
of
of
of
d
of
of
Of
Section
Gyration
Inerts
Section
Gyration
Inert ft
Vr
Vr
Zfy
V
r
rr
cm 3
cm
4 Cff!
cm
1
.2
cm
cm
4
Radi* of
S*Ct»rrf\
Gyratic-n
Vt
cm
1
cm
4742,3
3162
8 29
—
—
*—*
5 0
6143,1
378.0
9.44
6889 4
420,1
9.40
7723 5
467
173
10.61
8716 6
493,9
9805 8
10 55
443 4
550.3
7759.3
1057
20.0
11.79
10767.4
570 6
637.0
11
511-5
12147.5
9591,1
11.76
22.5
13101 8
6502
12.96
12,94
12.99
7266
11636.3
581.9
14764.8
250
654 2
14.20
156539
731
14,17
176575
8166
14.15
1390U
.6
27.5
7200
15.41
18461.6
6151
208258
912 6
1537
16379 3
15.39
30.0
17.65
24795 6
985.9
17.63
27988 6
17 52
21982.3
879 3
1105 4
350
29 It
32104 6
1161.1
20.29
36253 6
202$
26447,3
1034,4
1303 2
40 0
1
1
9 37
74
{Continue**}
Y
TABLE
15 (Con Id)
TWO JOISTS OF SAME SIZE LACED OR BATTENED (COLUMNS)
tSHB 200
tSHB 200
ISKB 225
W kg
373
N
365 9
40.0 392.4
422 8
D««fgmllon
Weigh per Me!:* kg
74.6
60 0
N
731.0
764.8
cm 5
95. OS
iGi.ea
109.88
cm'*
72168
7443.6
10559.0
744.4
938.6
8.55
9.80
I
Sac bo nal Area
Moment Modulus
of
Spacing
Biww 10
C
.
,
o# Suction
Z^,
Radius of Gyration,
C
43.1
cm 3
721
.6
cm
8.71
Modulus
Radius
86,2 045.6.
Moment
Modulus
Radius
Moment
Modulus
of
of
of
of
of
of
of
of
Irwartui
Section
Gyraijon
Inertia
Section
Gyrar>oo
inertia
Section
Radius of
Gy ration
of 0**.m
S
w
f
rr
4
Cffl
w
cm
en»
f
>r
cm
3
on
V
lyy
on
4
cm
3
cm
20 0
11442.3
572.1
10.97
—
—
—
—
—
—
225
1
3967,0
657.3
12.12
14083.3
697,6
12.09
16614.4
738.4
12.30
25.0
16790.5
746 2
1329
17907,9
792.9
13.26
19876.4
836.9
13.45
19910-3
038 3
14,47
21250 6
891.6
14,44
23481.9
039,3
14.62
23327.3
933.1
1568
24912.1
993.
t
15.64
274307
1045.0
15.80
31052.5
1129 2
18.07
33189.9
1203-2
18.05
36353.4
1264.6
18.19
40.0
39966 3
1332
20 50
42741.1
1420.7
20.46
46659.7
1493,1
20.61
450
50066,5
15406
22.95
53565.9
1643.9
22.93
58334.4
1728,4
23,04
61359,3
1753.1
25,40
65664.1
1871 6
25.39
71382.7
19692
25.49
—
—
—
“
—
“ _
27,5 30.0
350
50.0
350 600
—
‘
—
__
(Continued)
TWO JOISTS
Ol SAMI: SIZE
S7
LACED OR HATTKNCD
TABLE
15 (ConuL)
TWO JOISTS OF SAME SIZE LACED OR BATTENED (COLUMNS) Y
ISHB 223
Moment ot Inertia
46,0
51.0
54,7
HI
500 3
536 6
5768
93 6
102.0 1000.6
109.4
918.2
10732
117 6 1153.6
11932
129 92
139.42
14970
10957.6
154730
15967,8
25090.4
974.0
1237 0
1277.4
1672.6
9.56
10.91
10.70
12.95
Modulus
FUdkrt
Moment
Modulus
Radius
Moment
Module
Radius
Moment
Modimm
ol
of
of
of
ol
of
of
ol
of
d
Section
Qyratbfi
Inertia
Section
Gyration
Section
Gyration
Inertia
Section
?yy
f
Iff
cm 3
4
ISHB 300
450,1
W
ZJV cm
ISHB 250
ISHB 250
cm
cm*
Inertia
'tr
cm
3
cm
cm*
cm
3
VY
Radius of
Gy ration r
yy
2
cm
cm*
an
— —
— —
cm
— —
—
—
—
—
—
—
—
—
—
—
—
—
—
—
—
—
21436.0
696.8
13.40
24222.5
968.0
1365
— —
—
— —
27777.8
1111.1
13 62
25352.1
10098
14.56
28465.5
1065,2
14,61
303B24
11533
14.76
32689.8
1245 3
14.78
29640
1124,6
15,76
33154.5
1205.6
1597
35392.9
1262.6
1503
38569.6
13844
t595
33334,9
13632
18.16
43710 5
1457,0
16 34
46720 7
1552,4
1651
50232 8
1674.4
18 32
50521.1
1611.3
20.58
55690.5
1719 7
20.74
59791
18344
20,71
64287.1
1
977.5
20 72
631969
1866 8
23,01
69694
1901,3
23.16
74604.7
2125,8
23 13
80172.8
2290.7
2314
77368.1
2126.1
25,46
65122,5
22639
25.60
011609
2424 6
23.57
979496
26120
25.55
—
—
—
—
— _
—
—
—
1175978
29390
2S.00
__
,
139117.1
3273 3
30 48
— _
1
,
„
(Continued)
^
l
5*
TABLK
f
J
Alli.LS
15 fConul)
TWO
JOISTS OF
SAME
SIZE
LACED
OR BATTENED (COLUMNS)
ISHH TOO
Dailfjnalfon
67.4
G 10 0
661.2
Woighf per Molro *y
N
126 0 1236.1
13224
144.0 1420.5
cm ?
160 50
171.02
104 42
25900 4
33319.4
39605 6
Z tw cm 5
1726 6
2189 6
2263.2
cm
12.70
14 93
14.65
of fnarta,
of Section,
RflfliU 5 of
Spflcr*]
to
72.4 710.2
63 0
h
Momcml
C
ISHB 350
ky
Sectjonal Aron,
Modulus
ISHB 350
C
cm
lir
4
.
Gyration, r„
,
134 8
Mom enl
Modulus
ftadiu5
Moment
Modulus
Radius
Moement
Modulus
of
of
o(
of
cl
of
of
of
Inertia
Son ion
Gyration
Inertia
Section
Gymtlon
Inertia
Radius of
Seclion
Gymtion
uf R*i.
S
Vv
an
cm
J
fyv 1
cm
cm'
f
yy
cm
J
7|V
cm 1
25 0
—
—
—
31749,7
12700
27 5
34B37.9
1322 6
14 77
37307.5
300
40605 e
1471.8
15 91
f
VY
Vv
cm
4
cm
w
f
cm
1
crri
13.59
—
—
1424.3
14.75
39807.9
1514,3
1
4.71
43562.3
1584.1
15.92
46515.5
1606.0
1
5.86
—
35 0
53646.5
17B2.9
1820
57522,7
1917.4
16.30
61499,7
2043.9
10.26
40 0
6B633.3
2107 a
20.69
73630 8
2265 6
20.70
78789
2417 6
20.67
05746 5
2443.6
23,11
91666.7
2625.3
23.13
98383.7
2803.0
23,10
04005,0
2708.1
25.55
112290 3
2994.4
25.56
120283.5
3199.9
25,54
2800
134841.7
3371.0
2801
144488 ?
3604,1
27,99
30.46
159540.0
3753.9
30.47
170999.0
4015,0
30.45
—
—
—
_
—
—
—
—
45 0
50 0
f
550
125871,5
3139
60 0
148943.3
3497.1
650
—
700
7
*—
—
(Continued)
TWO JOISTS OF SAM!-
OR BATTENED
SIZE Iw\CLl>
TAB]LE
'I
r~
*
—
f
— 5
r
*
--q
r
r !
i
'
TWO JOISTS OF SAME SIZE LACED OR 3ATTENED (COLUMNS)
r
-1
15 (Contd.)
y
1
.cd fe
e=t
i
ISHB 400
ISHB 400 77,4 759.3
tSHB 450
B72
92.5 S07.4
02.2 806.4
355.4
154.8
164.4
174.4
1518 6
16128
17109
185.0 1814.8
197.32
209.32
222.23
235.78
56167.0
57647.0
78421.6
80699 8
2608 4
2688.4
3435,4
3586.6
16.87
16 61
18,78
18.50
Modulus
Moment
of
q[
Section
Inertia
lyy
*>r
Radius Gyration
Inertia
yy
362 07.9
1451.5
13.56
42762
4
1629 0
14
49853 6
cm
Modulus
4
Radius
Section
Gyrabon
Zyy
fyy
Cm*
3
—
—
72
45140.5
171 7
1012.9
15 69
52662 9
653359
2196 2
!8.2f
04304 6
2596 5
105349 9
_
Moment
Modulus
Radius
Moment
Modulus
Radius
of
of
of
of
of
of
Gyration
Inertia
of
of
f
cm
4
Moment of
of
cm 2
cm
ISHB 450
Inertia
Section
cm
4
lyy
n
Zyy
cm
,i
r
cm*
Section Gyration
ZYY
f
>y
„3 cm
cm
—
—
—
cm
cm
1353
A
40701
162B
14 69
47995 3
1628 4
1469
506672
1924 1
1466
1909,0
15&6
55983
2035 a
15 07
59140.5
2144,7
15 64
69670.2
2316 5
16.24
74643,7
2460
1
1625
70297,6
26034
18 22
09293 9
2741 2
20 65
94882
2919
5
20 66
100402 0
3032 2
20 64
20 66
3179 9
23 oa
113499 7
3335 7
125453 6
23 07
11
111534,2
3576.7
23
23 09
3010 0
136390 9
3620,8
25 53
2553
153452 5
40039
2551
25 55
30639
3434.2
144895 5
12B7B1.G
163064 2
4008.9
27.90
174069 7
27.99
104398 6
4601 3
27.97
3067.0
28 00
4351.7
1546799
45556
30 4 4
4847.6
3044
5127.2
30.47
30.46
193953 9
216292 0
4306 9
206022.5
103044.6
226660.2
5028 5
32 91
32 91
255132.6
56602
32.89
37,92
2407537
9
4752 8
5350.1
213675
35 39
261982.9
5506.7
35 30
278263 5
35.38
294920.5
6199
35 37
5203 7
58502
247173.6
Note
:
fine properties given in this Table are based
5
5
1
on the gross area
of the section.
1
STEEL TABLES
TABLE
16
TWO CHANNELS OF SAME
SIZE
LACED OR BATTENED (COLUMNS)
D#ilgn*lJofT
Modulus
Rad jus
Wflfis
U.6
158
199
155 0
194 2
fwrt
of Section of Gyration f iax
cm 2
14
82
20 14
25.30
cm^
247.6
5400
942.2
49 6
86.4
1256
5 18
6/10
cm
1
cm
4 09
Worn «mt
Modulus,
Radius
Moment
Modulus
Radius
Moment
Modulus
of
of
of
ct
of
of
Of
of
Section
G /ration
Irwrila
Section
Gyration
fnorlui *YV
* VY
ttn
00
580
13
1
50
70
14
fj
100
70
G
B0 0
SOO 100 0
1200 140 0
1600
4
193.0
32.3
277
222 7
270
35 6
19! 0
32 0 35.1
33.6 43.0
2 97 3 17
2196 250.0
30.5
2629
419 455
3 09 3 30 3 52 3 75 3 90
254.0
3 01 3 23 3 45 3 06
421
3167
42 40 54 60
2
4 02
7
6616
0
49 1 52 9
145 5
2.47
160
1
2900 320 4
339 360
46,9 51,0
3.82
55 3
4
462 6
59 7
4 38
4 44
5T3.0
64,2
4.51
370.0 414 7
05
2
5 10
550
692.0
6
6 07
0107
05.3
67 0
650
6 31
10358
939
4
93 0
C03
1108.0
114.1
7.53
111 5
781
0 52 9 5 10 50 11 49
1227 0 1554 0 1923.0 2331 4
135.7
129 6 T47 9
0.70
1560.3 1973 2
9 77
24367
157.9 180,5
166.5
10 76
2950 0
2760 2
203
185 3
11.75
3515.5
2268
4130 B 4796 7 5513 2 6260 3 7098 0
250 3 274 293 0 322 316.2
7966 3 0005 1
370 5 394 9
19 70
9854. G
4193
18 74 19 74
20 70
10874 7 1 1945 4
443 9
20 73
460,4
2173
00 1 93 5 107.1
120 9
504 7.3 5607 5 6197 3
4 15
310.2 356.2 390 5
2 29
3
134 n
4516
92
1
405 0 563 5
16327
320 0 340 0 380 0 360 0 400 0
2 40 2 58
2B7
3
1955
3000
26 5 29 2
2 67
33 7 36 5
2300 5 2690 9 3102 9 3544 5 4015 0
cm
?09
309
ISO 0
240 0 260 0 200 0
W
r
3
4
727 2 255 2
ri
zyy cm
T68
176 9 201.1
04 1.3 1075 5 1339 3
4
23 5 26 1
2 50
385 6 402 0 545 1 63G a
cm
21
10 7
20.3
cm
Gyration
105 0
M3 164 4
W
n
f
of
Section
123 3 143 £
10 7
20 9 23 3 25 7
inorlia
Radius
99
1
033 1152 133 9
4* cm 3
cm 2.1S 2.37
1
W
*n
cm
2000 2200
50
H3S
of JrujrTp#
5
600
T
N
mm
15 0 20 0 25 0 30 0 35 0 40 0 45 0 30 0
ISJC
ISJC 125
Wfltgnf, kg
Arts a.
Momenl
ISJC TOO
146 0 163 1 f 77 3
GO 6 oa 6 76 9
4 91
6252
73.6
4 97
536
749 4
83
3
544
5 66
0863
93.3 103 6
5.92 6.40 6 08
12 40
3269
2
204 3
12.74
13 47
37904
2234
4360.0
212.7
14.73
19l.fi
1447 1547
13 73
15 72
10 46
4977 0 5628 0
2620
205 9
201 4
16
3009
17 71
20 45
B631.2
21 45
9402
320 4 34 0 0 35 D 6 379 3
1071
ID 45
6310 4 7049 0 7620 0
220 3 231 A 249 2 263 7 270 2
17 40 10
45
8
72
21.70
5
1
1
7
85
8 83 9 01 10.80 11 79 12.78 13 77 14 76
15.76 16.75 17.74
(Continued}
TWO CHANNELS OF SAME LACED OR BATTENED (COLUMNS)
TABLE
61
16 (Contd)
TWO CHANNELS OF SAME
SIZE
LACED OR BATTENED (COLUMNS)
Weight, kg
22.4
N
219.7
cm 2
28.48
Area,
Moment Modulus Radius
111.8
14.52
35.54
cm
1439.8
2322.4
132.2
Zxr cm
3
164.6
232.2
35.2
cm
7.11
of Gyration r
3.02
8.08
Moment
Modulus
Radius
Moment
Modulus
Radius
Moment
Modulus
Between
of
of
of
of
of
of
of
of
Webs S
Inertia
Section
Gyration
Inertia
Section
Gyration
Inertia
Section
Spacing
mm
lyy
Zyy
4
3
cm
cm
cm
fyy
Zyy
Tyy
lyy
4
cm 3
cm
cm 4
'*y
cm
Radius of
Gyration
Zyy 'yy
cm 3
cm
2.57 2.75
306.3 343.6
43.8
2.94
49.5
12.4
1
34 4
47 4
3.11
60.2
14.2
2.04
10.0
245.2
37.7
2.93
385 2
51.0
3.29
72.7
16.2
2.24
15.0
41.3
3.13
55.7
3.48
87.0
18.3
45.2
3.33 3.54
431.3 481.9
60.2
3.68
103.2
20.6
25.0
279.0 316.4 357.3
536.9
65.1
3.89
121.2
23.1
2.45 2.67 2.89
30.0 35.0 40.0
401.8 449.9 501.5
53.6 58.0 62.7
3.76 3.97
70.2 75.5 80.9
4.10
1409
4.31
162.5
4.53
186.0
25.6 28.3 31.0
3.12 3.35 3.58
45.0
556 7
67.5
86.6
615.4
72.4
4.75 4.97
211.2 238.2
33.8 36.6
3.81
50.0
4.42 4.65
596.3 660.2 728.5 801 3 878.5
4.53
20.0
743.6 886.0 1042.6 1213.5 1398.6
60.0 70.0 80.0 90.0 100.0
49.3
4.20
5.43
297.8
A3
5.89
364 5
6.05
130.5
6.35
438.6
42.5 48.6 54.8
6.53
1656
144.0
6.83
1895.0
157.9
730
519.9 608.5
61.2 67.6
5.50 5.98 6.47
2425.9 3028.0 3701.1 4445.3 5260.6
1866
8.26
807 4
80.7
7.46
216.3 246.7 277.8
9.23 10.20
1035.4 1292.4
94.1
107.7
8.44 9.43
11.18
1578.4
121.4
10.43
3094
12.17
1893.5
135.3
11.42
6147.0 7104.4 8132.9 9232.6 10403.2
341.5 373.9 406.6 439.6 472.9
13.15
2237.6 2610.8 3013.0 3444.2 3904.5
149.2 163.2 177.2 191.3 205.5
12.41
506.3 539.9 573.7 607.6 641.6
4393.8 4912.2 5459.6 6036.1 6641.5
219.7 233.9 248.2 262.4 276.7
17.40 18.39 19.39 20.39 21.39
104.3 115.6 127.1
7.01
1811.6
151.0
7.98
2281.5 2808.4
175.5 200.6
8.95 9.93
1
180.0
33922
226.1
10.91
200.0
4033.0
252.1
11.90
220.0 240.0 260.0 280.0 300.0
4730.8 5485.5 6297.2 7165.8 8091.4
278.3 304.8 331.4 358.3 385.3
12.89
9074.0
412.5 439.7
17.85
467.1
494.5
19.84 20.84
11645.0 12957.9 14341.8 15796.8
522.1
21.83
17322.9
360.0 380.0 400.0
y 4v?\
13573.8 L
V-'-Vtt'v
'
4.05
104.6
5.58
140.0 160.0
10113.5 11210.0 12363.4
92.5
1046.3 1231.8 1435.1
5.11
82.6 93.3
120.0
320.0 340.0
13.88 14.87
15.86 16.86
1884
11
14.14
15.13 16.12 17.11
18.10 10.09
20.09 21.08 22.08
‘
5.01
13.41 14.41
15.40 16.40
1
(Continued)
«
-
Jt
L’Vfc
85
188.2 214.9
31 4
5.0
0.0
V%»
11.4
27.8 272.7
4
of Inertia /*
of Section
ISJC 75
ISJC 200
ISJC 175
Designation
/
.
Mill.
TAH1.F
Y
TA»M.;_s
16 (Conhi
TWO CHANNELS OF SAME SIZE LACED OR BATTENED (COLUMNS)
Y
Designation Weight.
15.8
21.4
N
155 0
209.9
Moment of trier tia Modulus
of Section
20
36.72
27.34
0-i
r
ctt*
329 4
713.6
1394.4
Z cm
65.9
11-1.2
166,0
/
ipH
t
Radius
28.8 282.5
Kg
A ion. cm'
ISLC 150
ISLC 125
ISLC IDO
of Gyration
r t
cm
40G
646
541
I
Spacing
Momem
Modulus
Radius
Moment
Modulus
Radius
Moment
Modufus
Between
of
cf
of
of
of
ci
£>l
of
ln#ftia
Section
Gyration
Section
Gyration
Inertia
Section
We&a 5
Jnerl
Z
r
cm 4
cm’
cm
cm*
00 50
*02.2
20 4
2.26
220.2
*9 7
22 6
2.44
257.8
too ISO 20 0
*30?
25.4
2.64
162,2
28,2
187.2
31.2
t
n
mm
Z
41-1.4
55.3
3.3G
460.4
594
3.54
51 1.0
63 9
3.73
3 46
566.1
63.6
3.93
3.6G
625.9
736
4 13
52.9
387
G90.3
78.9
4.34
457.0
57
4.00
7592
81.4
372
455
507.1
61.5
4 .31
332.7
90.0
4.76
/
35.1
2 89
35.2
3 07
230 8
41.5
3.30
2.64
327.2
45.1
3.06
367.1
49.0
34 4
3 27
4103
244 7
37.6
3.49
277.2
41
1
raliorl
cm
t
cm^
cm*
214.7
of
Crt
Z cm 1
}
ern
*
25 0 30 0 35 0
a
Radius
1
I
-too
312.2
44 6
3,05
45 0 50 0 60 0 70 0 60 0
5G0.G
3497
66.0
4.53
910 9
40,2
95.9
4.98
4. TO
617.6
4.75
993,6
101.9
5ZQ
4.4
677.9
706 753 R52
93
1000.9
100
5 44
1269.2
120.9
5.Q3 6.34
369 8
£2 0
m
4
1
5.43
477.3
59.7
574 9
676
5 36
953 5
6026
95.4
5.91
75 8
147G 0
140.6
5 84
iin.a
105 9
6 33
1701,1
84.2
6 32
147,9
6.81
1253 0
116 7
6.85
1914 5
162.0
7.28
4
SOS. 9
500
BOO 2
TOO 0
927,0
928
6.80
T4G9.4
120 0
127.8
1213.2
7.33
2206.
110.3
176.5
7.75
7.7B
letiT .7
150.5
030 7
8.30
126 2
2705.0
8.76
206 3
8-71
2340.7
19042 2309 B
174,0
927
146 5
3437,2
237.0
28703
9.68
9.75
199.0
1025
165 0
41G2.B
10 74
268.6
10.65
3446 6
222
2755.5
12.20
4361,6
193.7
300,7
11.73
11.62
4077.7
24
2t
£034,3
333,4
12.61
4753.3
272.2
13.20
6780.2
366.5
1359
MOO *60 0
1BQ0 200 0 220 0 240 0
2000
1
324
3
1
3767.1
4333 a 4939 0 5505
202 6 22 .6 1
320 0
6271.3
240 7 259 0 279 3 298 6
340.0
6997 6
310
200 0
3000
1
3000
77639
380 0
0570 3 9416 8
4000
T
337 6 307 376 7 |
12.72
4
A
12,
T3 71
5503.7
237.5
14 19
7799.5
400,0
14.57
14.70
6298.8
323 0
15 18
8892,3
15.56
15.70
7140.5
3 IS 7
16.17
100585
433.8 4G7.0
16 63
8052.9
374.C
17,16
11298.2
502
17.51
17.69
9012.0
460.5
18.16
12404.9
10.30
20.52
16 55
69 19 68 20 ce
7
42G.6
19.15
13997.9
5?7.9 571.3
11094 2 12217.3
452.8
20,14
15457.8
606,2
479.1
2M4
16991
,3
641.2
21.51
21.68
13395.
£05.5
22.13
18598.1
675,3
22.51
18
10025
1
19.52
(Continued)
I
TWO CHANNELS OF SAMI; LACED OR BATTENED (COLUMNS)
TABLE
63
16 (ConuL)
TWO CHANNELS OF SAME
SIZE
LACED OR BATTENED (COLUMNS)
Designation
ISLC 175
ISLC 200
ISLC 225
Weight, kg
N
35,2 345.3
41.2 404.2
470,9
cm 2
44,80
52.44
61.06
2296.6
3451.0
5095.8
Zrr cm 3
262.6
345.2
453.0
cm
7,16
8.11
9.14
Area,
Moment Modulus
cm
of inertia
of Section
Radius of Gyration
4
,
48.0
Radius
Spacing
Moment
Modulus
Radius
Moment
Modulus
Radius
Moment
Modulus
Between
of
of
of
of
of
of
of
of
of
Wobs
fnoflta
Section
Gyration
Inertia
Section
Gyration
Section
Gyration
iyy
Zyy
S
Zyy
f
YY 4
mm
cm
0,0
511.0 567.6
5,0
100 150
629.1
697.5 770.9 849.8 934.4 1024.6
20,0 25,0 30.0 35.0 40.0 45.0 50 0 60.0
1120.3 1221.7 1328.6 1559.4 1812.5
70 D
2038.0 2385.9 2706.2 3414 1 4211,5 5098.6
80.0 90.0 100.0 120.0 140.0
160.0 180.0 200,0 220.0 240.0 260.0 280,0 300.0 320.0 340.0 360,0 380.0 400.0 450.0 500'0
6075 2 7141.4 B297.3 9542.7 10877,8 12302.4 13816.1 15420.5
cm
r
yy
1
cm
cm
63.1
3.38
73.2 78.7 04.5 90.7
3.56
583.4 848.3 719.7 797.7 802.3 973.4 1071*1
97*1
4,36 4.57 4.78 5.00 5.22 5.45 5.90
164.8
6,36
181.6 198.8
216.5 252.9 290.5 328.9 368 3
13.61
614.1
741.1
783.8 826.6
,8
11,64
12.63
20769 6 22731
1
B.73 9.70 0 67
448,5 489.4. 530.6 572.9
3.9
1
6,83 7,30 7.77
408.1
18897.0
71
3,75 3.95 4,15
103.8 110.8 117.9 125.3 132,9 148.5
656.2 698 5
1
4
14.59 15.58 16,57 17.56 18.55 19.54 20,54 21.53 22.53
—
1175 3 1285,1
1403*4 1527.3 1794 e £083.4
£408.3 £754.4 3126.7 3950,0 4878,2 5911.3 7049.3 8292.1 9639.8 11092.4 12649.8 14312.2 16079.4 17951,5 1 9928,5 22.10,4 24197,1 26488.
—
—
ZW
w
r
VY
3
Inertia
4
87,6
3.59 3.77 3.95 4*14 4.34 4.54 4.75 4.96 5.17 5.39
cm
77.6 83,6 90.0 96,7 103.0
3.34 3,52 3,70 3.90 4.10
111.2
4,31
119.0 127.1 135.4 143.9
4,52 3.95 5,17 5,40 5,85 6 31
788,5 867.4 954.0 1048.2 1150,0 1259,4 1376.5 1 501 *2 1633.6 1773.6 1921,2 2239,3 2587,9
100,4 107,5 115.0 122.9 131.1 139,6 148-5 157,6 167.1 186,6 207.0
678
2967.1
223,2
7.25 7,72 8.68 9.64 10.62 11,59 12.57 13,56 14.54 15.53 16.52
3376.8
£50.1
3317*1
272.6 319.7 367*7 417.6 468,6 521.0
1527 170.9
189 9 209.4 229 5 250,1
292,6 336.4 301.4 427,2 473.6 521 .1 558.6 617,1 665,7 714.6 763.9 813.4 863,2 913,1
963.2
—
—
473
17,51
10,50 19.49 20,49 21.48 £2,48
— —
4789,2 5883,4
70997 8438.1
98987 11461.3 13186,1 15013.0 16962,1
19033,2 21226.5 23541.9 25979.4 20539*1 31220.8 38459.5 46461,4
yy
cm
cm
cm
r
cm 3 93,
574,1
627.9 682,4 737.5 793,1 849.1 905.5
962.2 1019.3 1076.6 1220,9 1366,5
5*61
6.06 6,51
6*97 7,44 7*91
8,86 9,82
1070 1176 12,73 13,71 14.70 15,68 16.87 17*66 18.64 19.64 20.82 21 .62
22.61
25.10 27,58 (Continued)
Mi
e4
TABLE
l
l,
TAH u.x
16 (ContiL)
TWO CHANNELS OF SAME SIZE LACED OR BATTENED (COLUMNS)
Obsignation
Weight kg
5oC
N
543 4
nreft,
Me meet Modulus
cf JnertSA
Section
cf
FSadius of
ISLC 250
7375 .
r
ISLC 350
553 4
77.6 76\ .3
S4 32
93 94
£49
30
71
L
ZIV
GyraDor
cm*
ISLC 300
10095 5
;
cm'
590 0
cm
'3*7
SC6 4
Monari
Wt^ukJS
FUc^-s
Mcmert
U^tiL-S
Bafween
cf
cf
cf
We«
cf
cf
Irerrsa
S?CtCr
Gyrafccr
cm
cm
Cm
0.0
1115.5 1217.3 132= 3 1445.4 IcTZ.S
111.7 113 3
39c
1239 3 1352 3 1475 5 1 =29.2 17^3 4
124 0
9Q.0 100.0 120.0 140.0 160.0 150.0
20C.D 220.0 240.0
2600 230.0 300.0 320.0 340.0 360.0 360.0 400.0 450.0
5030 550.0 600.
r*
Cm w3
BOO
Modulus
U cm*
17C3 3 1S$4 5 2CCS 7 2171.8
4 5C *t
:51 3 1ST 3
5.
s.
rf
4.9C t C
71 .0
£31
1S1 0 191.3 2C2.C
5 £2 5.73 £.35 S.33 £.54
1
2524 5 2913 3 3337 6
4.13 4.31
123 4 134 5 :43
224
i
4—
-!
**
3757.5 4293 3
27: 2
t
cu
2967
*
./D
4524 2 5593 5 73C5 4
321
=
56
4,76 4 95 5 17 4 75 5
ZS33 3 32£c 2 3774 7 4^05 2 4377 3 £4=2 5 534c 7
£9
iis t:SC 7.15 7 £1
14S9 3 1627 0
2
524 545
7 5 C
0 5 4
£277
n.3c
T
C3
13956 3
£57 “ 7=3 3
12.57 1 3 £5 14 52 15 51 16 SC 17.78 13.77 T S 7£
2C 75
•srccj j
21.74
3
727
5
14 :c 14 =5
730.
T
T
553 4 917 4
5,96
<
;
«
EC
"<
1=53’ f 355 5
237=0 1 25632 0 23672 3
1046 9
1991
453752
11T2.4 1173 3 1244 £ 1411.5
3?aai t 3£2££ 3
55304 E
1
SSI S
590
-
21.33 22 66
25 37 27 65
24* 4
2'
* 1-/' * * 4 ^ CW ™ ui -
435
'
5
WLI?
1
-5
£4415 2 7£7 42 9 53522 3
315 5 55C 0 t:65 3 '
•
1
4*
.2
2:75
£221 S 7787.0 3550 1 11511,1 1367: 3
1
1
63.0
254 0 253.5 314 4 345 7 350 2 414 3 4 5c 7 561 e £33.5 713 5 SOT 3 554.5
16325 S 4 1 553 21333.3 24254 2
S£3 7 1055 3
274326
1143,0
30775 7 34322 7 38054 7
123U
1
132C 1409 3 1500 2 l
1234 9 372 6 i4s: £
2273
SS142 i £0477 7
-£47 4
25 21
:!t-23
1632 £ 1313 3
27 70
7=123 5
2145
3C 13 32 56
35301 7 1C47T6 6
1
*
r
Z -—C.
Z
* i
E T
3 08 4 06 4 24 4.43 4 62 4 62
5 C3
4
:o=; 3
2
1550
226.1 233 6
2713 2S37 3174 3c££ 4245 4654 55*3
119272
=373.1
cm 371
136 4 145 3
2501.4
*
i
*
V
cm*
20C 2 212 9
t
12 35
4
Av
65 3 176 3
*
533 7 2114 6 2301.8
545.1
5 T7 ^ iw.k
•
£,C3 5 02 3 37 S S3
Gyration
1
1
504
23
16 35 T7 93 T3 92
22334 4 25529.7 29267 5 3114H i 34171 3 37337
4
1363.9
11.138
6759.3
1S17T 5 20451.7
191 4
233 .0
3 £4 4 or 4.19 4 37
of
S*Ctoo
J
336 4 36c 2 42E 0 432 5 555 2
.E
374 6 423 7
10357.1 T22SS.3 13973.1 l£OC4 3
:c3.6 130.3
19C5..1
2073 4 2243 2 2435 £
cn
C^?
Radius
of
*»
t
151,9 140 5 145 7 153 4
064.2
ct Irwtsfi
S
2
13.7
Of
fflD
10.0 15.0 20.0 25.0 30.0 35.0 40.0 45. 5C.0 60.0 70.0
1
35
It
Scacirg
so
1S<325
1531
1
4
2361 4
26T7 3
5 6£
6.10 6.55 7.00 7 46
7 93
£67
9J2 10 79 11.75 12 73 13 70 14 £5 15 67
16 65 16.64 13 63 13 51 20 60 21 60
22 53 25 07 27 56 30 04 32 53 {CcstSrr^ed,
nvn CHANNELS <Jl
;
SAMli
AGED OR
I
HATTIiNE-.D
Y
65
(COLUMNS)
TABLE
16 (Crmtd
TWO CHANNELS OF SAME
SIZE
LACED OR BATTENED (COLUMNS) Y
Weight kg
91-1
13 6
18.4
N
690 6
133 4
180 5
cm ?
116 50
17.34
23 40
cm 4
27979 0
1520
3734
J
1399 0
40 6
74 6
cn
15 50
Aren,
Moment Modulus Radius Spacing
Wfitw
0
Inertia
of Soctson
+
of Gyration r 1T,
cm
0 0
50 1C 0
15 0 20.0
250 30 0 35 0
of
Inertm
Section
Gyration
Inertia
5ect*xi
Gyration
V, cm
r
rY
cm 1 13.7
3 04 4 01
550 674 620
4
19
96 e
4
33
117.7
4 53 4 7a
136 e 162 167.6
1570
1714.4 1673 7
167.3 176 4
2047 6 2236 0 2439 0 2656 6 2saa 7 3135 4 3396 7 3672 5
190 5 203 3 216 6 231 0
245
600
5633 2
402.4
&0 C
6403 2
1D0C
7231 5
441 5 482,1
C
9C629
0 0 0 0
240 0 260 0 230.0
u^
cm 4
Cm 3 67
70 0
C
5 40
561
1
2T52 2450 276 9 347 3
2fi*
’n
2.13 2.32 2.52 2.72
cm
cn>
70
106.6
£1,3
15 9
1.97
125 9
24 0
16 2
2.17
27,0
208 235 254
2 39
145.2 173 4
261
£01
2 63
232 e
29 5
3.05
2560
326
329 152
303 5 343 4 356 1 431 a 532 0 643 0 7S7 4
1
35 9
392 420
3.70
400
,6
30 2 33 6 37 2 41 0
294 3 15 3 35
45 0
3.50
49,1
3. S3
53 3
4.06 4.30 4.77 5.25 5.73
57.0
66 5
49 6 56 9
4 46 4
96
514.1
643
5
45
741
6105
71 e
£ S3
9026
715 6
79 5 55 2
642
1049 6 1373 6
105.0
670
5664
783 882
1253
7.63
11127 3 13424 7
£54
5
9 77
111.1
10 74
40 9 39
1754.4
745.6
1222 6 1523 2
145 2 t £7 5
15955 16716 5 21714 8 24344 2 2S4C6 6 321C2 0
6397
1
935 1034 1133 1235 337 1
9 0 a 1
6
11
70
1263 1365 14 63 15 16 17 13
62 60
59 57
951.
3097.
1936
13 36
0
21 0 4
1
6
227 244 261 278 295
2
312 329
3575 5089 4637 4220 5333 €490
9 9 5 9
1441 2
340.0
44536 1 43213 5 54073 3
1651.3
1956
1757 6 1864 5 1972 2
20 55 21 54 22 54
71779
2243 7 2513 0 2794 5 3072 9
25 02 27 50 29 99
— —
531673 72920
1
8 51 23 104734 5 T 229 6 1 T
32 46
B
1863 4 2243 3 2552 3
1545
3
741
127 143 160 176
40151.7
550 0 600 0
*rr
cm 4
426.4
3503C4
0 0 0 0 5GC 0
'w
cm
Inertia
6 50 6 95
305
300 0 320 0
360 330 400 450
Oy ration
c4
4257.6 4921 4
120 140 150 ISO 200 220
of
Section
of
5.19
600
tJ
cf
4 90
50.0
of
Modulus
6
450
Modulus
cA
Moment
Moment
cm 1569 7
Radius
Radius
Moment
Radius
251.3 277.3 293.8 328 3 364 5
40.
4.00
2.96
Modulus
S
mm
ISMC 100
ISMC 75
ISLC 400
Designation
7399 6
—
3 7
2177C
i
TS 35 19 35 2C.35
2646 4 3162 fi 3726 6 4335 4 4992 C 5€9£ 4 6445 6 7242 6 6C86 4 8977 G 9914 5
1
21 34
1C89S.7
2 9
1
0 0 0
— —
10 33
37 12 37 11
36 15 36 16 35 17 35 4
— — —
— — —
757 653 950
15S0 210 8
2329 255 0 277 3
£998 322 3 344 9 307 6 390 3 413 1 435 9
621
e 66
9 65 10 63 11 63 1262 1361 14 61 1 5 60 16 60 17.59 18.59
19 59 20 53 21.53
**
—
(Continued)-
STfcEL
I
*A
TAB/jK
fCanttL)
jfi
TWO CHANNELS OF SAME
SIZE
LACED OR BATTENED (COLUMNS) (
^
'4
ISMC 125
ISMC 150
//vrgM, kg
25 4 249 2
32 8 321 8
374
3238
4176
48.76
832 0
155S0
24466
133 2
207 8
279 6
N Attm, otn
Moment
of
fadirj
1
!
ft
Irwjftirt
Buctiofi
f>f
t
tJr
7 tt
of Gyratmci
f
.
r^n
J
4
cm J
5.07
tjt r;rn
5
iA
11
7,00
Moment
Moduftrs
Radius
Marnwril
Modulus
r,f
of
of
of
of
of
Inertia
Gw-lion
Gyration
fjif
G/mimi
Inertia
K
W
w
cm
cm 4
cm
f
cm 4
urn
1
ry
f
VY
1
cm
0 0
2417
50
37 2
2.73
4104
54.7
275
2,01
3.13 3.32
3.11
459 4 513 6
59.3
312.6
40.6 44.7
64 2
3.51
35*1
48 6
3 31
5730
69.4
3.70
53.3
3,51
3.91
372 394
637.6 707.4 782.5
75 0
56 0
80.6
4.12 4.33
10
0
15 0 20 Q
\
1
300
399 7 449 3 503 0
35 Q 10 0
560.7 622.6
45 0
5m
50 0 60 0
738 t 910 0 1078 0
25 0
62 9 68 0 73 2 70.7 84 2
4,16 4,38 4 61 4.64
1262.3
900
95 0 107 5 120 2
5 30 5,77 6 24
1462
133.0
GO 0
6.72
16793 2161 2
2090
146 0
720
172 9
0.1 7
2707.7
2381.5 3026.3
200 fi 228 9
9,14 10.12
3754. 4566.4
70 O 60 0
1200 140 0 60 0 IflO 0 200 0 220 0 240 0 200 0 280 0 300 0
3
/
3319 3995 2 4730 0
1
020 0 140 0 160 0 380 0
7
Ftorifll*
>rr
400 0
38.2
*
Wtta
1
ISMC 175
0*«lg nation
I
5541 6
6412 0 7374 0147 0 1
9411 7 1054 735 3
M
1
1
2991 2
257,8 207.0 316 7 346 6 378 2 407 2 4 U 8 460 5
499 530
940.3 1039 0 34 9 1342.5 1570.9 1020 2 1
1
4
11. IT
5401.7
6440 6 7502 9 8640 8 9070 2
13 00 14
07
15 09 16.00
17.05
11101.2 12507.6
18 04
14067 6
4
19 04
4
15031.1 17278.1
19008 6
208227
56! 5
20 03 21 03
15706 4
592 7
2202
w
Zyr
cm 3
478.0
63,7 69.0 74,7
5347 597.5 666.3 741.3
322
4.99 5 21 5.67 8.13
1207.6
15B 3
6 60
7.06
224 2
0,51
7.55
258.9 294.6 331.0 368.0 405 6 443.5 481.9 520 5
15.38 16 37
559 4
1
598.6 636.0 677.6 717 3 757.2
1
9.43 0.46
1
1
,44
12.42 13 40 14,39
7,36 10 35
13197 1560,5 1326.2 2116.3 2430,8 2769.7 3520,6 4369.0 5315,0 6358.5 7499.4 8737.9 10074,0 11507.5 13038 6
14667 2 16393,3
19.35
182169
20 34
20133.0 22156.7 24272,9
21,34 22.33
i .13
3 31 3.50 3.70 3.90 4.11
106.0
174 2 190.5
yy
Cm
4,32 4.53 4,75
1102.1
27.9
f
94,0
477
1
67.2
Gyration
101,1
4.55
142,0
80 8
i
of
4
93 3 09 0
M3. 5
Sect bn
cm 4
909.5 1002.8
6
12,09
1431/9
1
062
86.9
Inertia
Find us
108.4 1 16.0 123.9 3 9 148.6 166.0 1
1
T
84.
202.6 221.6 260.8 301.3 342,9 385.4 420,5 472.8 516.6 561.3
606 9 651 ,9 697.6 743.5 789.7 836.1 022.7
4.90 5.20
5,66 6.12 0.59 7-06 7.54 8.50 9.47 10.44 11.42 12.40 13.39 14.37
15.36 16,35 17.34 10.34 19.33
20.32 21.32 22.31 (Continued)
67
two channels of same laced or uatolned (columns) Y
TABLE
16 (Comd)
TWO CHANNELS OF SAME
SIZE
LACED OR BATTENED (COLUMNS)
13MC 200
Designation
Modulus Radius
[SMC 250
51 5
60 S 596 4
Weight, kg
44.2
N
433 6
508
56 42
6502
77 3-
3636 6
5389 2
7633 6
363 S
479 0
610 6
03
9 94
Area.
Moment
t$MC 225
of Inertia
of Section of Gyration
/,
r
cm
cm cm
r kt ,
3
cm
0
03
9
1
Spacing
Mom ant
Modulus
Radius
Moment
Modulus
Rad^s
Moment
Modulus
fV?r*een
of
of
of
Crf
erf
cf
of
oi
Webs S
[noma
Section
Gyration
Inertia
Secton
Gyration
hy
Zyy
mm
cm
4
iV
3
cm'
cm
0.0
546 5
72.9
311
5.0
611.2
78.9
3.29
683 0
B5 4
3 48
761.9 947,8 940 7
92.3 99.7 107.5 115.6
367
124,1
132.8 141,9
10.0 15.0 20 0
25,0 30.0 35.0 40.0 45,0 50.0 60.0 70.0
1040 7 1147.8 1261.9 1353.0 1511,3
1768 6 2094.6
80.0 90 0 100,0 120.0 140.0 60 0
2428,6 2790.9 3161,3 4046 0
BOO
7320.3
200.0 220.0 240,0 260.0 290.0 300.0 320,0 340,0 360 0 380.0 400.0 450.0 500 0
8637,1 10066.0 11609.3
5025.1 6116.3
1
1
(
151.1 170 4
3 BS
723.6 803.7 892.0 988.6 1093.4
4,06
12064
4.29 4 51
1327.7 1457.3
4.73
1595.1
4.95 5.18
1741.2 1095.5 2220.9 2595.3
5.63
190.4
6.09
211.2 232.6 254.5 299.8 346,6 394.6 443.7 493.5 544.2
6.56 7.03
7 51 B 47
9 44 10.41
11.39
1237 13.36
14.34
595,3 647.1
1533
699.2
16.32
751.7 804.6 B57.7
17.31 18 31
911
2029
13264.7 1 5032.9 691 3 9 18907.8 21014.5 23234,1 25566 5 26011.7
1018 6
21,29 22.28
_
__
—
1
_
1
964,8
cm
19.30
V
w 4
2934.7 3427.2 3892 6 4922.5
6084 5 7378,5 8304.5 10362.6 12052.7 13874,8 15829 0 17915,3 20133.5
22483 8 24966,2 27560 6 30327.0 33205,5 40979 3
49578 4
cm
3
cm
cm
of
Oyra&on
Inert ft
w
Radius
4
cm 3
cm
905
331
847 3
105 9
3 31
97,4
3.49 3 66 3,87 4.07 4,27 4.48
941 .1 1044.5 1 157,7
114.1
3 49 3 65
104 9 113 0 121,5
130 4 139 8
1495 159.5 169.9 160.5 202,6
4,70 4.92 5.14 5.36
581
225 7 249 6
6.27
274.2
7.20 7.6S
299 4 351 6 405.6 461 .2 517.9 575 7 634 4 693.7
753 8 814.3 875.4 836,8 998.6 1060.8 1123,2 1185,9 1343 6 1502.4
6.74
8
63
9,60 10.57 11,55 12.53 13.51 14.50 1 5.48 16.4? 17.46
10 45 19 45
2044 21 43 22.43 24.91 27,40
1
280
4
1412.9 1 555.0
1706 8 1663,2 2039.3 2220 1 2610 7 3039.9 3507 8 4014,4 4559.6 5766 2 7127.3
6043
2
10313.7 12139 0 14110 9 16253 5 18542,7 20986.7 23585.3 26333.6 29246.6 32309.2 35526.6 38393,6 48005 4
58078 9
122 9 132 3 142 3 152.7 163.7 175.1 1S6 8
199 0 211 4 237,3 264 3 292,3 321.2 350.7
3.67 4.07 4.27 4.43 4.70 4 91 5.14 5,36 5 91
6.2?
6 73 7.20 7.6S
63
411.9 475.2 540.2 606.7 674,4
1057
743,1
13.51
812,7 833,0
14 50
953 9 1025.4 1097,4 1169 9 1242.7 1315.8 1339 2
1573 9 1760.0
5
9.60
11.55 12.53
15,48 16.47 17.46 16.45 19.45
20,44 21.43 22.43 24.91 27.4C (Caniiauee))
TABLE
16
(Omul)
TWO CHANNELS OF SAME
SIZE
LACED OR BATTENED (COLUMNS)
D**lgn«tJon
Weigh
A ran. Moment Modulus Radius 0 pAc irM } Between .
W»bs
00
50 10 0
m*
91
Mam ant
\
a cm
r.
11 81
*
Modulus
Rid jus
13.66
15.48
Moment
Modulus
Radius
Momenl
Modulus
of
of
ol
of
of
ol
Inertia
of
of
Section
Gyration
Ineiiu
Section
zyy
U
Gyration
n.
,
cm 1130.0 1243 4 1368 2
2163.5 2356.0 2561.5 2777.6 3244.0 3756.1 4313 8 4917.2
V
cm J
cm
125 6
3 52
1500.1
134.4 144 0 154.3
3 69 3 87
1637,9 1788.8 1953.3
165 2
4.06 4.25 4.45 4,66
cm
5.52
2131.2 2322.5 2527.2 2745.3 2976.9 3221 8 3460.2
270 3
5 96
4037 2
300.5 331.0 364,2
641
4647.6
5565 2
6.07 7.34
5312.1 6030.1
397
6
7.81
7001.1
8.76 9 72
6801.7 8506 0 10424.9 12558.4 14906.6 17469.4
176.7 168 7 201.3 214.3
227.7 241.5
25052.7
300.0
466.7 538,7 612.9 689 0 766 7 845.7 925.9 1007.1 10B 9 2
23130 6
320 0
1172.1
31391.1
3400
12556
34834 2 38459 42260
1339.8 1424,4 1509.6 1595.1
600 0
25.86
1508.2
of Gyration
35 0 40 0
360.0 380 0 400 0 450 0 500 0 550 0
1
30165.6
1991.6
200 0 220 0 240 0 260 0 280 0
107 32
1143 6
30.0
160.0 180.0
26
846 4
25 0
1000
969 2
cm 4
1652.1 1011.2
120 0 140 0
98.0
826 0
Section l A ,,
1504 5
60.0 / 0.0 00 0 90 0
7024
20016 0
20.0
500
642
fl
12725 2
15 0
45.0
rSMC 400
71 6
MMm
S
mm
c
ISHC 350
kg
cm 4
of fnorTja
of
!,
rSMC 300
8618 6 10418 12401.2 14566.4 16914 1 19444.4
22157 3
1
46258,8
57034 4 68951 82008 6
2246
96207.2
2460.9
18106 2028.0 8
4 07
5.00
5.30
10 66 11.66
12.63 13 61 14.60 15,59 16.57 17,56 18.54 19.54 20.53 21 .52 22,51
25.00 27.49
29 97 32 47
20246 23238.9 26445.6 29867.0 33503.0 37353.6 41418.9 45690,8 50193.4 54902.6 67614.6 81668.2 97063.2 113799.0
Z
»j
w
r
Inertia I,
cm J 150 0
cm
cm ’
3.74
1746.7
159.6
3.91
170.4 181.7
4.08 4.27 4,46 4.65 4.85 5.06
1906 8 2082.7 2274.4 2481.7 2704.8 2943.6
193 7 206.4 219.8 233.6 243.1 263.0
278
4
310.6 344.3 379.4 41 5.9
453.4 531.6 613.2 697.7 704.6 073.5 964.1 1056.3 1149 3 1244.5 1340.1 1435.7 1534.0 1632.1 1730.8 1830.1 2060.4
2333.4 2568.4 2 B 45.0
5.27 5.48 5.69
3198.2 3468.5 3754.5 4056.2
6.13 6.50
4706.9 5420.5
7.04 7.50
6197.1
7.96 8.90 9.86 10.02 11.79 12.76 13.74 14.72
15.70 16.68 17.67 18.66 19.65 20.64 21,63 22.62 25,10 27.59 30.07 32.56
S action
7036.6 7939.0 9932.6 12178.0 14675.0 17423.0 20424.3 23676.5 27180.5 30936.1 34943.5 39202.6 43713.4 47476.5 53490.2
58756.2 64273.9
79169 95638.2 1 13680.3 133295.6
Radius of
Gyration r
>y
crrr
Cm
174.7 18 5 .0
3.73 3 89 4.07 4.25 4,44 4.64 4.04 5.04 5.25 5.46 5.68
190.4
211.6 225.6 240.4 256.0 272.2
269.0 306.5 324.5 362.1 401.5 442.6 485.3 529.3 620 8 716.4
315.3 917.0 1021.2 1127.5 1235.5 1345.0 1456.0 1568.1
1681.3 1795.4 1910.4 2026.1 2142.5 2436.0 2732.5 3031.5 3332.4
6.12 6.56 7.02 7,48 7.94 8.00 9.84 10.00 11.77 12.74 13.72 14.70 15.68 16,66 17.65 18.64 19.63 20.62 21.61 22.60 25.08 27.57 30.05 32 S4 .
DOUBLE CHANNELS WITH FLANGES BUTTING AND WELDED TOE TO TOE (COLUMNS)
65
b
TABLE
f*~
17
DOUBLE CHANNELS WITH FLANGES BUTTING AND WELDED TOE TO TOE (COLUMNS) Nominal
Composed
Size
Channels, Each of
Seme
of
Two
Weight per Metre
m
Moment
Sectional
Area
x
1
1
Designation
[
1
I
mm mm
kg/m
Him
kg
N
1
w
w *
A
/V
s
b
Radi
of
of
Gyration
Section
size
A,
h
Mcdufi
of
Inertia
cm 2
cm
4
cm
4
A
V
cm
cm 3
cm
cm
49.6
36.3
4,09
3,41
100 * 90
ISJC 100
5.B
56.9
11,6
113,8
14,82
247,6
172.2
125 * 100
ISJC 125
7.9
77.5
15.8
155.0
20.14
540.0
270.8
66,4
55 8
5.18
3,72
150
k
110
ISJC 150
9.9
97.1
19.8
194.2
25,30
942.2
448-9
125,6
01.6
6.10
4,21
175
x
120
ISJC 175
11.2
109,9
22.4
219.7
28.48
1439 B
615,4
164,6
102,6
7.11
4.65
200
x
140
ISJC 200
13:9
136.4
27.8
272,7
35,54
2322.4
1067.6
232:2
152,5
8.00
5.48
75 x
B0
ISLC 75
5.7
55*9
11,4
111,8
14.52
132,2
125,0
35,2
31.2
3.02
293
100
ISLC 100
7.9
77.5
15.8
155.0
20.04
329,4
278.5
65,8
55.7
4,06
3.73
125 x 130
ISLC 125
10,7
105,0
21.4
209.9
27.34
713.6
658,2
114.2
101.3
5.11
4,91
6.16
5.64
100
x
150
x
150
ISLC 150
14.4
141,3
20.
232.5
36.72
1394.4
1169.0
186.0
155.9
175
x
150
ISLC 175
17,6
172,7
35.2
345,3
44,80
2296.8
1418,3
262.6
1
89.1
7,16
5,63
200
x
150
ISLC 200
20,6
202,1
41
.2
404.2
52.44
3451,0
16S4.6
245.2
224.6
8,11
5.67
225
x
150
ISLC 225
24,0
235.4
46.0
470.9
61.06
5095.8
3030.6
453.0
336,7
9,14
7.05
2SO
x
200
ISLC 250
23.0
274.9
56.0
549.8
71,30
7375.0
4396.4
590.0
439.6 10,17
7,85
300
x
200
ISLC 300
33,1
324,7
66,2
649,4
84,22
12095.0
5366 4
806.4
536.6 11,98
7. 90
350
x
200
fSIC 350
33,9
380.6
77.6
761,3
98.94
18625.2
6489,0
1064.2
648.9 13.72
8,10
400 x 200
ISLC 400
45.7
448.3
91.4
896.6
116.50
27979 .0
7720.9
1399.0
772.1
15,50
8.14
ISMC 75
6.8
66.7
13.6
133.4
17.34
152.0
150,7
40.6
37.7
2.96
2,95
333,6
74.6
66.7
4,00
3,78
793,1
133.2
122,0
5,07
4.95
75 x
00
100 x 100
ISMC 100
9.2
90.3
18.4
180.5
23,40
373.4
125 x 130
ISMC 125
12,7
124.6
25.4
249,2
32.38
833.8
150 x 150
ISMC 150
16.4
160.9
32.8
321.8
41,76
1558,8
1368.
207.8
182,5
6.11
5.73
1611.7
279.6
£14,9
7,08
5,75
1603.6
363.0
251-2
8.03
5,70
9,03
6.18
175
x
150
ISMC 175
19.1
187.4
38.2
374.7
48.76
2446.6
200
x
150
ISMC 200
22.1
216.8
44.2
433.6
56.42
3638.6
225
x
160
ISMC 225
25.9
254.1
51,8
5082
66,02
5389.2
2519,4
479.0
314,9
250
x
160
ISMC 250
30,4
290.2
60.8
596.4
77.34
7633.6
2951.0
610.6
368,9
9.94
6,16
3 BO x 100
ISMC 300
35.8
351.2
71.6
702.4
91.28
12725.2
4646,1
048.4
516,2 11.81
7.13
1143.0
699.5 13.66
8.07
1508.2
824.1
15,40
3.09
200
ISMC 350
42,1
413.0
84,2
826.0
1
07.32
20016.0
6994.9
400 x 200
ISMC 400
49.4
484.6
98.0
969.2
125.86
30165.6
B241.1
350
x
Mkhl
TABLE
TABI.rs
18
EDGE DISTANCE OF HOLES Distance to Rolled,
Sheared Of Hand Flame Cut Edge
Dnbmce
Qiamfster gf Mot*
to
Madhrne Flame Cut, Sawn cr Planed Edge
mm
mm
mm
19
17
15 5
25
17 5
29 32
22 25 29 29 32 33 44
1
5
i
and b elow
13 5 21 5 23 5 25 5 29 0 32 0
32 38 44 51
57 57
35.0
51 51
TAJJIjE 19
PERMISSIBLE STRESS aac (N/mm 2) IN AXIAL COMPRESSION FOR STEELS WITH VARIOUS YIELD STRESS -
M
230
240
250
260
200
300
320
340
360
300
400
192 189 183 174
204
215 212 204 192
227 224 215 103 163 142 124 100
239 235 225 210 190 163 147
10
132
130
144
150
1
56
160
mo
20
131
137 134
142 140
146
154
177
45
1ST
129 123 115 T06
134
139 132
145 136 12G 115 103
166 162 154 145 133 120 107 95
30
120 124
40 50 60 70
JIB 11
93 05 76 68
90 100 110 120 130
61
55 49
40
150 160
44
1/0 |
tflO
190 200 240 220 230 240 250
1
102
m
1
220
!
40 36 33
96 87 7fl
69 02 55
50 45 40 36
127 tin
1
1
22
109 98
112
88 79
90
80
71
72
101
92 02
64 57
73 64 57
51
51
63 56 50 45
45
41
41
4
37
37 33
36 33 30
46 T
64 74 66 58
52 46 42 37
172 164 153 139 125
in 98 06 76 67 53
103
30 34 31
28
53 47
42
23
23
23
21
21
21
2
21
21
20
20
20
20
20
20
10
18
18
18
10
10
101
69
26 23 22 20
10
121
79
28 25
1
110
90
34 30 20 25 23
25
152 135
77 67 GO 53 47 42 38 34
30 28 25
j
146 130 115
176 158 139
00
30 28 25 23
30 27
194 103 160
105 92 60
33 30 27 25 23
33
161
201
201
127 109
93
94
01
02
70
71
71
i62 54
G
61
54 40
54
43 30 34
43 30 35
48 43 39 35
31
31
31
31
20 26 24
23 26 24
20 26
21
20 26 24 22
20
20
20
24 22 20
18
18
19
19
4B
22
*
62 55
420
450
490
5 TO
540
251
269 263
287 280 266 243 216 187 160 136 116 99 85 73 64 56 49 44 39 35 32
305 297 280
323 3T4 295 267 233 199
246 236 210 197 173 150 129 1
1
1
251 231
207 180
155 133 114
96 03 72
97
63
63 56 49
84 73
39
55 49 43 39
39
35
35
35
31
32
32 20 26 24
49 43
44
255 225 193 164 139
160
18
119
1
too 86 74 64 56 50 44
39 35 32
20
£8
26 24 22
26
22
28 26 24 22
20 19
20
20
20
£2 20
19
19
19
19
24 22
28 26 £4
141 101
87
75 65 57 50 44 39 35 32 20
26 24 22 20 19
AREAS OF CROUPS OF ROUND BARS
71
TABLE 20
AREAS OF GROUPS OF ROUND BARS 2 (AREA In cm )
Number
mm
2
3
4
of bars
10
a
9
1.37
1.57
1*77
1.96
1.98
2,26
2.54
2*33
2.31
2.69
3,08
3.46
3*85
2,51
3.01
3.52
4.02
4.52
5.03
3.96
4.71
5.50
6*28
7*07
7.B5
679
7,92
9,05
10.TB
T 1
9,24
10.78
12.32
13.65
15.39
12.06
14.07
16.08
13.10
20.11
15,26
17.81
20.36
22.90
25.45
5
7
6
5
0.20
0.39
0.59
0.79
0.98
1.16
6
0.28
0.56
0.85
1.13
1,4!
1.70
7
0.38
0.77
1.15
1.54
1,92
6
0,50
1
CO
1,51
9.01
10
0.79
1.57
2,36
3.14
12
1.13
2.26
3.39
4.52
5,65
14
1.54
3,00
4.62
6.16
7,70
IS
2.01
4.02
6.03
8 04
10.05
IB
2.54
5.09
7.63
10,18
12.72
20
3.14
6,28
9.42
T
22
3.80
7.60
11.40
24
4.52
9.05
1
26
5.31
10.62
1
28
6.16
12.31
18.47
30
7.07
14.14
21.21
28.27
35.34
42.41
49.48
32
8.04
16.08
24.13
32.17
40,21
48,26
56.30
64,34
72,38
60*42
34
9,03
18.16
27,24
36.32
45,40
54.48
63,56
72.63
Si .71
90.74
91.61
101.79
.31
2.57
15,71
18.84
21.99
25,14
28.25
31.42
15.21
19,01
22,61
26,61
30.41
34.21
38.01
3.57
16.10
22.62
27.14
31.67
36,19
40,72
45.24
593
21,24
26.55
31*86
37,
42.47
47.78
53.09
49.26
55.42
61.58
56.55
63*62
70.69
24,63
30.79
1
43,10
36.94
36
1GJ8
20,36
30.54
40.72
50,90
61,07
71.25
01.43
36
1 1
.34
22.68
34.02
45,36
56.70
68*04
79.33
90.73
1
02.07
113.41
75.40
87 ,96
1
00.53
113.10
125.66
40
1
2*57
25.13
37.70
50,26
62 S3
45
15*90
31.81
47.71
63,62
79,52
95,43
111,33
1
27.23
143.14
159,04
50
1
9.64
39.27
58.91
78.54
98,15
117.81
137.45
157.08
176.72
196.35
TABLE 21 PERIMETER OF ROUND BARS Perimeter
Dia, of bars
(mm)
in
cm s
Dia, of bars
(mm)
Perimeter in cms,
5
1.57
24
7.54
6
1.89
8.17
7
2,20
26 28
8
2,51
10 12 14
3,14
16
8.60 9,42
30 32 34
10,05
36
11.31
5,03
38
11.94
18
5.65
40
20 22
6.28
45 50
12,57 14.14
3,77 4.40
6.91
10*68
15*71
|
J
ROUND UAHS
u
TABLE
22
ROUND BARS
nation
Oamti&r
Perimeter
•Weight per Metro
Cfcm^SflttKjnfll
Aron
/\ ISRO ISRO ISRO rspo
ISRO ISRO ISRO ISRO
mm
cm
5
5 0
6
60 SO 10.0
0 10
cm
kg
N
0 20
02
0.20
0.2
2.0 2.0
0 50
04
3.9
2.5
079
0.6
5.9
3.1
3 8 5 0 6.3
1
I
1,6
1.9
2
12
J3
0.9
8.8
16
16
2.01
16
15.7
20
20 25
3.14
2 5
25
4.91
3.0
24,5 37 3
20 32 36 40
am
4.8
47.1
8.8
0.04
6.3
61.8
10.1
mm
20 32 36 40
0
ISRO ISRO ISRO I5RQ
45 50 56 63
50 56
63
ISRO ISRO ISRO ISRO
71
71
60
90
60 90
mo
100
ISRO ISRO ISRO ISRO
HO
no
95.03
125 140 160
125 140 160
12272
ISRO ISRO
100
100
200
200
ISRO ISRO ISRO
f
15
1
7.0
0.0
78.
11.3
12.57
9 9
97,
12.6
15.90 19 64
12.5
122.6
14
15.4
151.1
157
24 63
19.3
31.17
24.5
109.3 240.3
17.6 19.0
39.59 50 26 63.26 70.54
31.1
305,1
22.3
39.5 49,9
387,5 489.5 605.3
25,1
1
1
617
1
28.3 31.4
153 94 201 06
74 6 96.3 120 8 157.8
1540 0
34.6 39.3 44.0 50,3
254.47 314.16
199 8 246.6
1960.0 2419.2
62
73T.8
9447 1185.0
56.6 0
TABLE
23
SQUARE BARS
Designation
Side Width
Weight
Cross ’Sectional Area
Perimeter
per
Metre
/\
mm ISSQ ISSQ ISSQ ISSQ
ISSQ ISSQ ISSQ ISSQ
5 6
cm
^9 0 2 0 3
K
cm
2.0 2.9 4 9 7 8
2.0 2.4 3.2 4.0 4.8
0
8.0
10
10.0
0.25 0 36 0.S4 1.00
12 16
1.2
1.44
16
20 25
2.56 4.00
£0
20
3.1
to.e 19.6 30,4
6.25
4.9
48
10.24 16.00
80
25
5.0 6.0
32
ISSQ ISSQ ISSQ ISSQ
32 40
50 63
40 50 63
ISSQ ISSQ
00 100
SO 100
25.00 39.69
64.00 100 00
05 0 6 1 -1
64 8.0 10.0
1
78 5 123.6 192.3
12,S 16.0
12-6 19.6 31 2
306.1
25.2
50.2
492 5
78 5
770.1
32.0 40.0
the basis ‘The weights per metre of bars given in the table are calculated on place in kg. dicimal one off to rounded are and g cm a 0.077 n/cm
200
that seel wig. its
7.85
sntEL tables
TABLE 24 MILD STEEL FLATS Thidtnas s
3 0
60
50
4 0
TOO
e.o
12
t
mm Weight per mofre lenglh (W)
V/idtft
b r
nm
^ 02
TO
1
M
*g
2 0
0 3
N
Vg
N
2.9
0.5
4 9 5.9
07
1.3
12.8
1
.6
15.7
11.8
1.6
15.7
2.0
19.6
2.4
1.8
1.4
13,7
1.9
18.6
2.4
23.5
2.0
27.5
.4
13.7
1.6
15.7
2.2
21.6
2.8
27.5
3.3
32.4
1.6
15 7
1.9
1
8,6
2.5
24 5
3,1
30,4
3.0
37.3
a
17.7
2
20.6
2.8
27.5
3.5
34.3
4,2
41,2
4 9
0.6
59
Ofl
7.8
25
06
59
Ofl
7 0
1
0
9.0
8.8
12
6 9
09
7 8
1
40
09
45
1
50
55 60 65 70 75
00 DO 100 110 120
130
1
1.2 1.3
fl
1
1.8
1
1
120
.4
13 7
—
— — — — — — —
—
12
T
fl
6
15.7
2.0
19 6
2.4
23.5
3.1
30.4
3.9
38.3
4.7
46.1
1,7
16.7
2.2
21.6
2 6
25.5
3.4
33.4
4.3
42,2
5.2
51.0
10,6
2.4
23.5
— — — — —
2.0
27.5
3 8
37.3
4.7
467
—
5,6
54.9
3.1
30.4
4.1
40.2
5J
50,0
6.1
59.
3.3 32.4
4.4
43.2
5+5
54,0
6.6
64 7
3.5 34.3
4.7
46.1
5.9
57,9
7.1
69,7
3.0
37,3
5.0
49.1
6.3
61.0
7,5
73.6
4 2 41.2
5.6
54,9
7.1
697
0,5
03.4
4.7
46.1
6,3
61
.0
7.0
76,5
9.4
92.2
5.2 51.0
6.9
67.7
0.6
84 4
1
0*4
102,0
5.6 54.9
7.5
73.
9.4
92,2
11,3
110.9
0,2
SO.
10,2
00.1
12.2
119.7
8.8
86.3
11.0 107 9
13.2
129.5
9.4
92,2
11.8 115,8
14.1
138.3
— — — — — — —
—
— —
—
200
—
—
— —
— —
.
,
_
*
_
_
_
__ _
.
1
_
—
“
,
250
i
.
*—
—
137
-
— —
— —
300
TO.
1
—
8.8
4
1.9
—
— —
400
1.3
108
— —
t
140 150
9
1
23,5
0.8
1.2
0.5
06
fl
—
0.9
39 4 9
0.7
—
— —
4
0
N
09
0
05
30
kg
6.9
T5
20
35
N
N
— —
—
1
,
— —
.
—
_
—
*
— —
-
—
—
*
15.7 154.0
10.8
1
19.6 192.3
23.6
231.5
—
28.3
—
277.6
—
—
— —
84.4
(Continu*dj
roumtej
UCS off to
one d eama? plac^mk^'
**
Calcula,ed on ,he basis that steel weighs 7
85 g/cm 2 and are
75
Mll.D STEEL FLATS
TABLE 24 (Contd.) MILD STEEL FLATS 16
IB
20
Thickness
40
32
25
f
mm Wktth
Weight per metre length (W)
b
mm kg
N
kg
— — — —
— — —
— — — —
3.S
37.3
—
—
N
kg
N
kg
N
—
—
—
—
—
— —
— — — — — —
— —
— —
—
— — —
—
— —
96.1
— — — — —
05 9
—
— — — — — —
— — — —
—
—
— —
N
N
kg
—
—
—
— — — —
—
— —
—
— —
5.5
—
4.4
43.2
5.0
49
5,0
49.1
5.6
54.9
6,3
61
5.6
54.9
6.4
62.8
7.1
69.7
61
6.3
6.9
67.7
7 5
73.6
69.7
7.1
.6
1
7.8
76,5
7.0
8.6
03.4
8.5
9.4
.0
76.5 84.4
92.2
— —
9.0
10-8
1
r
11.8 115,8
—
— — —
10 15
20
— — — — —
25
30 35 40 45
—
50
—
55
—
B0
15.1
14BJ
— — 20.4
200.1
65
8,2
BO.
9.2
30,3
10.2
100.1
12.8 125.6
16,3
159.9
8.0
86,3
9.9
97.1
11.0
107,9
137
134.4
17.6
1727
22,2
215.8
70
1S.8
104.4
23,6
231.5
75 SO
9.4
92.2
10.6
104,0
11.
115.8
14.7 144.2
10.0
98.1
1
1.3
110.9
12.6
123,6
15,7 154.0
20.1
197.2
257
246.2
12.7
124,6
14,1
138.3
17 7 173.6
22,6
221.7
28.3
277.6
90
11.3 12.6 13.6
1
1
09
123.6 135.4
14,1
15.5
138.3
157
154.0
19,6 192.3
152.0
17.3
169,7
21
.6
21
1
*9
25.1
246.2
31,4
308.0
100
27,6
270
0
34,5
338.4
no
37.7
369.8
120
15.4
148.1
17,9
1
66.0
18 8
104.4
23.6 231,5
30.1
295.3
16.3
159.9
18.4
180.5
20.4
200.1
25.5 250.2
32.7
320.B
40.8
400.2
130
35.2
345.3
44 0
431.6
140
17.6 1
0,8
72.7
19.8
1
94.2
22.0
215.8
27.5 269,0
1S4.4
21.2
208,0
23.6
231,5
29,4 288.4
37,7
369.8
47.1
4627
150
39.2 384.6
50,2
492.5
62.8
616.1
200
49.1
481,7
62.8
616.1
78.5
770.1
250
94.2
924,1
300
125.6 1232.1
400
1
25.1
246.2
28.3
277.6
31.4
306.0
3 1.4
30S 0
35.3
346,3
39.2
304.6
37.7
369.8
42.4
415.9
47.1
462.1
58.9 577.8
75.4
7397
616.1
78.5 970.1
100.5
985,9
50.2
492.5
Note.
rounded
off to
56.5
62.8
554.3
The weight per metre one decimal place
in
values are calculated on the basis that steel weighs 7.35 g/cm kg.
2
and are
TAfSJ.K 25
MILD STEEL FLATS fl
hi
r
4 •»
3
0
ao
60
50
40
r
ttifa
Cfo«-Slontianal
in crn
& *r*rn
JO
20
0 TO
Q 40
0.^0
0.60
0 45
0 60
0 75
m
0 90
0 ao
1
00
1.20
00
1
25
t
.50
2.0 0
2.50
1.20
T
50
1
80
2.40
3,00
3.60 4.20
o
25
0 /5
KJ
0 90
1
J5
05
I
40
>20
i
1
45
35
>
30
t
40
2.80
3 50
2 40
3.20
4.00
ao
4.30
2.25
2.70
3. GO
4 50
5.40
50
2 GO
2.50
3.00
4.00
65
5.00
t
2.20
6.00
2 75
3 30
4
40
5.50
6.60
3,00
3.60
4 00
6,00
7.20
3.90
5.20
6.50
7.80
8.40
1
(1G
2.40
—
60 3G 100
4.20
560
7.00
4 50
6.00
7.50
9,00
4.00
6,40
0.00
9,00
5.40
7.20
900
10,80
00
BOO
1000
12.00
,00
13.20
ft
id
“
120
no 50
_
«_
— — — —
200
—
250 300 400
300
2 TO
*
T
00
1
75
40
2
75
1
70
1
60
2.00
65
i
1
m
Cf
60
1.20
_
— —
8 BO
1
1
9.60
12.00
14.40
10.40
13.00
15.60
11.20
14.00
16.00
12.00
15.00
18.00
— — —
20,00
24.00
25.00
30.00
—
36,00
{
Continued}
U
Mil
STIili!
F-I
a
r^i
TABLE
25
(
Contd.j
MILD STEEL FLATS is
18
20
25
32
40
THcfen#** f
mffi
Cro s vSecB on aJ Arta
in cm*'
Vvfcrtr
b FTWn 1
4.00 5
_
—
—
— — —
.
"
60
—
—
— — — _ —
— —
—
10 15 20 25
— _
30
6.30
7.00
6.40
7 20
8.00
7.20
0.
9.00
— —
8 00
9,00
10,00
12.50
—
9 90
11.00
13.75
-
55
0.80
12.00
15 00
19 20
60
10 40
11.70
13.00
16,25
20 SO
26,00
65
11.20
12 60
14.00
17.50
22.40
28.00
70
12.00
13.50
1500
IB. 75
24,00
30.00
75
12.80
14.40
16 00
20.00
25.60
32,00
60
14.40
1
b.20
10.00
22 50
28 SO
36.00
90
16 00
1000
20 00
25 DO
32.00
40.00
100
7.60
19 50
22.00
27.50
35 20
44.00
110
8.00
9.60
1
•
1
1
„
55 40 45
*
50
19.20
21
60
24 00
3000
38.40
48.00
120
20,00
23.40
26 00
32.50
41.60
52.00
130
22.40
25.20
20.00
3500
44.80
56.00
140
24.00
27 00
30 00
37.50
48.00
60.00
150
32.00
36 00
40 00
50.00
64 00
80.00
200
40.00
45 00
50.00
62.50
80.00
100 00
250
48.00
54 00
6000
75.00
96 00
120,00
300
64,00
72.00
60.00
100,00
120.00
160.00
400
stkei- Tables 7*
—
r
TABLE 26
of two flanges moment of inertia WIDTH ABOUT PER CENTIMETRE THE X-X AXIS
1 I
h
n ThitkrtM 5
90
'
20
22
70,8
91.6
105.3
127.6
10
14
12
It
10 0
Etch Flang*
mm Moment
ot Inertia in
cm
h
cm 31.9
36 3
40 9
45.7
55.9
66,9
7.5
45 0
51
62,3
74.4
116,2
406
101.3
35 B
07,4
140,4
8,0
91 4
108.3
126.3
145.3
165 5
197.9
35 7
159.7
165,0
211.6
239,5
2839
290.3
327.2
385,4
10 0
53 6
60,7
68.0
12 5
00 3
91.3
101,9
15 0
120 2
113.9
15 0
120 6
144 7
1
75.6 T
12.9
1
M2.0
157,8
180 7
221-1
255.0
161.0
1778
212.4
2485
266.1
325.3
366.1
430,4
250 5
293,2
336.2
381.6
428,7
502,6
321,0
373.9
420.7
485.3
543.9
635.4
783.9
1/5
152 5
171,3
190,5
210
20 0
196.7
220,7
245.1
270,0
1
225
246 5
276.3
306.5
337.3
400.3
465.3
532,4
601.6
672,9
25 0
302,0
330,2
347.9
412.2
488.3
566.7
647.4
730.3
815.6
947.9
27.5
363.1
406 3
450.1
494 4
505.1
678.1
773.5
871.6
972.1
1127,6
300
429.8
400,7
532,2
564.4
690.6
799.5
911.1
(025.3
1142.3
1322,9
32 0
4B7.2
544.7
602.0
661,6
701.3
903.9
1029.2
1 1
57.3
1283.4
1490.4
32.5
502,1
5G1.3
621.1
6017
804.9
930.9
1059.8
1191.6
1
326,3
1533.9
350
5
B0
648,2
717.0
786 6
927.9
1072.3
1219.8
1370.3
1524.0
1760,4
40 0
752,9
8407
929.3
1010,0
1200,2
1385,1
1573.5
1765.3
1960,7
2260,4
45 0
948.2
1058.2
1169.1
1201 0
1507.5
1737.9
1972.2
2210.3
2452.4
2022,9
50.0
1166 0
1300 7
1436.4
1573.2
1049 6
2130,7
2415.9
2705.3
2999.1
3447,9
1
55.0
1
406.3
1566,2
1731.2
1095.4
2227.1
2563,5
2904,6
3250.3
3600.8
4135,4
600
T
669.1
1
0CO.
2053 5
2247.6
2639.4
3036.3
3438.3
3845.3
4257.5
4B85 ,4
63,0
1837.6
2040,2
2260
2473.3
2903,6
3339.2
3780.1
4226.3
4677.9
5365,4
83 0
2945 3
32007
3617.7
3956.4
4638.6
5327.5
6032.1
6725.3
7434.3
8510.4
9327.9
104053
11491.1
13135,4
4471
.7
16130,3
17799.6
20322.9
1
100 0
4501.5
5100,7
5621 9
6145 2
7197,8
02507
125 0
7133 0
7930.2
6745
9556.2
11184,3
12822.7
1600
250 0
129607
14274.5
15591.6
tB235.4
20892.3
23562.3
26245.3
28941.5
33010.4
18162,5
20200,7
222429
24289
2
28393.0
32514.7
36651,9
40805.3
44975.1
51260,4
37861 2
44241.8
50642 7
57063,9
63505.3
69967.1
79697,9
1
650
2R328 0
31500
7
346784
|
Note. T o obtain the from the
1
1
t
200 0
9
TaW e by
that width
Moment of
Inertia of
^
M
two FKnnnc ^ n96S ° f 3 partlcu,ar Wldth multiply the value obtained .
.
-
T>
moment of inertia or two s pik cl\ fimetfe
— —
TABLE 26 (Contd.)
i
MOMENT OF INERTIA OF TWO FLANGES
„ 28
PER CENTIMETRE WIDTH ABOUT
x
X h
the x-x axis
32
40
36
45
80
71
63
56
50
cl
Range
mm Moment
of inertia in
Opth
an*
h
cm 7.5
18B 6
229.6
275.2
339 2
411.3
609.8
641
,6
816.4
1046.3
152.2
206.2
250,0
298.7
3668
443
547.2
685 8
666.6
1109 3
8 0
1€7.0
10.0
233 0 331,4 447.2 498.5
340.7
284.2
595 3
699.3
786.5
9608
610.7
1 1
710.7
878,6
1097,7
1381.3
946.6
1155 0
1423.4
1766 3
1793.5
2201 3
15.0
1217.
1020.B
870.8
732.7
630,5
535.4
583.3
665.4
555.2
474.4
399.8
48B.2
402.7
3
1335.6
23.3
1470,8
,
12.5
1600.1
1951
.5
2309 3
16.0
2686 3
17.5
500,6
691.0
809.2
935.2
1104.2
1286.5
1523.4
1626,0
2208 O
1162.7
1365.8
1583.3
1854,3
2220.5
2666 8
20.0
866.6
1010,3
3221 3
731.4
1415.2
1595.2
1911.5
2240 2
2654.4
3170.0
3806.3
22.5
234.0
25.0
899.
1062.2
1
085.6
1277.8
14B0.1
1692.7
1209.0
1513.4
1748.8
1
995.2
973,2
1
2319,2
2270.
2651.1
3127.7
3717,6
4441 3
2661.5
3097.0
3640.
4309 6
5126.3
27.5 30.0
1769.0
2322.7
2693.2
3083.3
3577.9
4192.4
4945,9
1509.8
2039.9
5061.3
2602.7
3012.8
3443.3
3987.8
6485 3
32.5
2289.0
5484.4
1987.9
4662.4
1699.1
6646.3
35.0
2044,6
2675.2
3095.4
3536.5
4093.8
4783.8
1746,2
2353.6
652S.6
3052.7
3525.8
4020.8
4644,7
7
7481 3
37.5
2689.7
6351
2340.2
5414 6
2004,0
6794,3
7935 0
9301.3
40.0
9695. B
11321.3
45.0
634
13541.3
50.0
55.0
2568.2
2991
3429.5
3882.7
4470.8
5083.3
5651.5
.4
3202.4
3722.6
4259.3
4812.7
5528.2
6270.8
7193,3
8331.5
0026.2
3906,6
4533.8
5179.1
5842,7
6698.2
7583.3
8685.1
7980.6
9020 8
10311.9
3749.9
15961.3
6188.9
6972.7
1
5425.0
11878.4
4680.8
728B.7
8202.7
93758
10583/3
12078.7
16043.2
18581.3
6396.2
13868,1
5525.0
13206.0
15169.5
17504 4
20249.3
20545,9
23501,9
26991*4
31061.3
46741,3
6065.2
7017,4
9601.8
11081.0
14798.6 22869.6
17045.8
26301.8
.8
8988.7
10266.8
11580.8
12587.9
14122.7
16080.8
18083.3
7991
19327.1
29776.1
21642.7 33292.7
1
1 1
1
'
24585 8
275833
31253.1
35635.7
40779.6
37748.2
42270.8
47707,1
54346.7
62006.1
76814,7
87157,1
99184.2
68063.3
37109.0
42620.2
48184.7
53802.7
60900.8
57582.6
66069.8
74632.1
83242,7
94110.0
105083.3 118389.1 134104.7 152320.6
129042.7 145748.2
182957.1 206964.2 234716.1
69474.6
102581.3
115771.1
Note. To obtain the Moment of from the Table by that width.
Inertia of
162583.3
60.0 1
63.0 80.0
100.0
1
70841
,3
125.0
2981
.3
160.0
173141
.3
1 1
266341.3
200.0 1
250.0
two Flanges of a particular width, multiply the value obtained
u STJ - h: i HI
ta bus
TABLE 27 .1
-
moment of inertia of one WEB PLATE ABOUT ITS X-X AXIS
I
X
X
LL 60
rtadcnrt*
10 0
9.0
80
TO
11
12
i
mm Moment
Depth
ol Inertial in
cm
h
cm 8 Q
25 6 50 0 97 7 204 8 400 0
100 125 0 20 0 25 0 32 0 10 0 50 0 63 0 HO 0 100 0
781
h
l
?
L njb m m
2
T39
I
533.3 1041.7 2184,5 4266.7 8333.3 16669.8
7291 7
4586 29866.7 5B333 3 1
1
238933 3
34T33.3 66666.7 130208 3 273066.7
466666.7 911450 3
5333333 10416667
1
13932.3
307.2
46.9 91,7 179.0 375.5
600
0
666 7
7333
1302.1
2457.6 4800.0 9375.0 18753.5
2730.7 5333,3 10416.7 20037.2 42666,7 03333.3 162760,4 341333.3 66G65G.7 1302083.3
1432.3 3003.7 5866.7 11458.3 22921,1
75 0 146 5
1302 273.
19115 3733 3
25600 0 50000 0 97656 2 204000 0 400000 0 781250 0
1250
r
f
42.7 03.3 162 8 341,3
38.4
1
66 7
238 9 466 7 911 5
1638 4 3200 0 6250 0 12502 4
160 0 200 0 250 0
34
20 0 58.3
1171.
384000 750000 146464,4 307200.0 600000,0 1171075,0
469333 91666.7 179036.5
3754667 733333.3 1432291 ,7
51.2 100.0 195.3 <109,6
800.0 1562,5 3276,8 6400,0 12500.0 25004,7 51200.0 100000,0 195312,5
409600.0 800000.0 1562500.0
1
14
16
16
20
22
1
25
mrn Depth
Moment
h
cm
o( Inertia in
J
cm BO
59.7
68.3
JOO
76 0
85.3
116.7
93.9
106.7
150.0
166.7
183.3
208.3
294.6
325.5
358.1
614 4
406.9
682.7
750.9
853.3
1333.3
466.7
2604.2
1666.7 3255.2
12.5
2279
133 3 260.4
16 0
177 9
546.1
20 0
933 3
250 320
1822.9
2083 3
1200 0 2343.8
3822.9
4369.1
4915.2
5461.3
8533.3
2864.6 6007.5
9600.0
0666.7 20833.3
11733,3 22916.7
200000.0
325520.8 662666.7 1333333.3
2234375 0
45842.0 93866.7 183333.3 358072.9 750933.3 1466666.7
2604166.7
2864583.3
•10
0
7466.7 14583.3
16666.7
18750.0
29172,2
33339 6
597333
37507.0
41674.5
76800.0
16666.7
68266.7 133333.3
227664 4 477866.7 933333 3 B22916.7
85333.3 166666.7
260416.7 546133.3 1066666.7 2083333.3
50 0 63 0 00.0
100 0
1
1250 160 0
2000 250 0
1
1066.7
1 50000 0 292968.8
6144000 1
1
1
6026.7 13333.3 26041.7 52093.1 106666.7 208333 3
406901. 853333.3 1666666.7 3255208.3
AKW
REDUCTION FOR
FOR RIVET HOLES
51
TABLE 28 REDUCTION FOR AREA FOR RIVET HOLES Qiameter
of
12
14
16
18
20
22
24
13.5
15.5
17 5
19.5
21.5
23.5
25 5
1.08 1.29 1.72 2.15 2.50
1
18
1.2B 1.53
Revet
mm Rivet Hole
Diameter
mm Thickness of
Area
c# Rivet
Hofes
in
cm ?
Metal
mm 5.0
0.63
073
6.0 0.0
0.B1
10.0 1 2.0 1 4.0 16.0
1.35
0.93 1.24 1.55 1.06
1.08
1.62 1.39
20 0 22.0 25.0 28.0 32.0 36.0 40,0 45.0 50.0 56.0 63.0
Diameter
3.41
385 4 38
7.56 8.50 27
29.0
4
32
4.86 5.40 6.08 6
of
40
3.63 4.34 4.96 5.53 6,20 6.93 7.75 8.G3 9.76
2.97 3.38 3.78
75
2,48
2J9
1,17 1.56 1.95 2.34 2.73 3.12 3.51 3 90
1.75
3.10
2.16 2.43 2 70
13 0
1
2,10 2.45 2,00 3.15 3.50
2J7
098
o.aa 1,05
3.44 3,07
376
4 30
4,70
2 04 2.58 3 06 3.57 4.03 4.59 5,10
4,73
5.17
5.61
5 88 7.52 8.46 9.40 10.58 11.75 13,16 14 80
6 33 7.14 6.16 9 18 10.20 11,48
3.01
4.29 4,83
1,41 1
.S3
2.35 2.S2 3.29 4.23
4.90 5,60 6.30 7,00 7.88 8,75 9.80 11.02
0.78 9.75 10 92 12.2B
5 33 6.02 6,09 7.74 S 60 9.63 10.75 12,04 13 54
30
33
36
39
42
43
32.0
35 0
38,0
41.0
44.0
500
2.05 2,46 3,28 4,10 4,92 5.74 6.56 7,38 8,20 9,02 10,25 11.48 13.12 14.76 16.40 18.45
2.20 2.64 3,52 4.40 5.28 6,16 7.04 7,92 9.63 11.00 12.32 14.08 1 5.S4 17.60 19.80
2.50 3.00 4 00 5.00 6 00 7,00 0.00 9.00 10,00 11.00 12.50 14.00 16,00 1 8.00 20.00 22,50
20.50 22,96 25.03
22.00 24,64 27,72
5 46 6 24
702 7
00
6. 56
1275 14.23 16.06
Rivet
mm Rivet Hole
Diameter
mm Thickness
Area
1
of
of Rivet
Hates
in
cm"
Metal
mm 5.0
1.45
6.0
1
SO 10 0 12.0 14,0 16.0 1
8,0
20.0 22,0 25.0 28.0 32.0 36.0 40.0 45.0 50.0 56,0 63,0
76
2.32 2.90 3.43 4.06 4.64 5.22 5.80 6.30 7.25 P.
1
2
9.23 10.44 11.60 13.05 14.30 16.24 18.27
1.60 1,92 2.56 3.20 3.84 4.48
5.12 5.76 6.40 7.04 8.00 8.96 10.24 11,52 12.00 14.40 16.00 17.92 20.16
1,75 2,10 2,30 3,50 4.2Q 4,90 5,60 6.30 7,00 7.70 8.75 9.80 11.20 12.60 14,00 15.75 17.50 19,60 22.05
1.90 2.28 3.04 3.80 4.56 5.32 6.08 6.84 7.60 0,36 9,50 10 64
1246 13.68 15.20 17,10 19.00 21.26 23,94
*
8
B0
-
25,00 28.00 31.50
TABLE 29 STRIP
l
60
1
Weight per metre
Wi
2.50
2 24
200
80
(V/)
t
mr
r" k9
N
k9
N
1.4
137
1.6
157
1.8
177
e
17 7
20
19,6
2.2
21.6
N
N
f
Qt
12
f
2i
157
16C
196
2.3
22.6
25
24.5
2 6
27.5
200
24 5
28
27 5
3,1
30 4
3.5
34.3
250
30 4
3.5
34.3
3.9
36 3
4.4
43.2
320
39.2
4.5
44
5 0
49.0
5.6
54.9
400
49.0
5.6
54,9
6,3
616
7.0
687
500
616
7J
69.7
7 6
76,5
8.3
86.3
650
004
9.2
90 3
10.2
11.4
111.8
11,3
MO 9
12.6 123,6
14.1
136.3
(3.4 131.5
14,9 146.2
16.7 163.6
16.5 161.9
18.5 151 .5
600
30
1
1150
— — —
1250
—*
950 1050
fi
— —
1300 1450
t
— — —
—
—
— — —
—
—
1
—
— “ —
1
00
— — —
1
20.2 198.2
— —
— —
1550
,mb
'
na,,0ris
deno,ed
are not manufactured.
2.60
3 15
TABLE 29 (Contd.) STRIP 3.55
4.00
4 50
80
6 0
5,0
Thickness
10.0
f
mm Width
Weight per metre (W)
b
mm kg
N
kg
N
kg
N
28
27.5
3.1
30 4
3.5
3.5
34.3
3.9
3B.3
4.5
44.1
5.0
5.6
54,9
7 0
N
kg
N
kg
N
kg
N
34.3
3.9 36.3
4.7
46.1
6.3
61.6
7.8
76 5
4.4
43.2
4.9 46.1
5.9
57.9
7.6
76.5
9,8
95.1
49.1
5.6
54.9
6.3 61.8
7,5
73.6
10,0
98.1
12.6
123.6
160
6.3
61,8
7.1
69.7
7.B 76.6
9.4
92.2
12.6 123.6
15.7
154.0
200
68.7
7.8
76,5
8.8
86.3
9.8 96
11,8 115,8
15 7 154.0
19.6
192,3
250
9.9
87.3
to.o
98.1
11.1
108.9
12.6
1236
11.3 110,9 14
1
kg
12
1
61236
15.1
100 ‘
125
148.1
20.1
197.2
25.1
246.2
320
246.2
31
.4
308 0
400
138.3
15.7154.0
18,8 184.4
25.1
13.9 136.4
15,7 154.0
17 7 173 6
19.6192.3
23,6 231.5
31.4 308.0
39.2
384.6
500
177.6
20.4 200.1
23.0 225,6
25.5250.2
30,6 300.2
40.6 400.2
51.0
500,3
650
19.1
22 3 218.8
25,1
246,2
28.3 277.6
31.4308.0
37.7 369,0
50.2 492.5
62,&
616.1
800
26.5 260.0
29.8 292.3
33,6 329.6
37.3365.9
44.7 438.5
59.7 565.7
74.6
731.8
950
29.3 287.4
33.0 323.7
37.1
364.0
41.2404,2
49.5 485.6
65.9 646.5
82.4
808.3
1050
32.0 313.9
36.1
354.1
40.6 398,3
45.1442.4
54.2 531-7
72.2 708.3
90.3
885.0
1150
341.4
39.2 384,6
44.2 433,6
49.1461.7
58.9 577,8
76.5 770.1
98,1
962.4
1250
40.8 400.2
45.9 450.3
51.0500.3
61.2 600.4
61.6 800.5
102.0
1000.6
1300
2 355.1
40.4 396 3
45.5 446.4
51.2 502.3
56.955B.2
66.3 670,0
91.1 093.7
113,8
1116,4
1450
48.7 447.7
54.7 536.6
60.6596.4
73.0 716,1
97.3 954.5
121,7
1193.9
1550
43.2 423.3
34.
36
sn
t-
1-
tabu*
TABLE 30
SHEET ~
~ 0/80
0.63
0 50
0 40
StAFU
^00
0^0
TTi
Tii
l~40
fioftl
Onr
Stand UtAtil
Weight
SUffil
rn
kg
A/e
m
in
m
5 3
6.6
8.3
10.0
It. 9
13.2
14 0
16,5
10.5
2,10
6 0
10.4
13.2
14.8
16.5
18.5
20.6
23.1
2
*>2
7 9
02 99
2 5
15.8
17.0
19.9
22.2
24.7
27.7
2
m
0.8
11.0
13 0
17.6
19,8
22.0
24.6
27,5
30,0
3
08
97
12.1
15,2
19.3
21.8
24.2
27.1
30.2
33.8
13.2
16,6
21.1
237
26.4
29 5
33.0
36.9
7
17 3
22 0
24.7
27.5
30,8
34.3
36.5
1
3 36
10 6
J
50
11,
3
92
12 0
15 4
19.4
24,6
34,5
30.5
43.1
20
13.2
16.5
20,6
26.4
211 291
30.0
I
33.0
36,9
41,2
46.2
I
92
6.0
7 5
9 5
12
1
13,6
15.1
16,9
ie,s
21.1
2.40
7.5
9.4
11.9
m
15.1
17.0
10,8
21.1
23.6
26,4
9.0
113
14.2
10
1
20.3
223
25.3
28.3
31,7
3 20
TO 0
12 6
15.6
20
t
223
25,1
20.1
31.4
35,2 38,7
2
3,52
,
13.0
17.4
22,1
24.9
27,6
30.9
34.5
3,40
12.1
15
19.0
24.1
27.1
30.1
33.8
37.7
42.2
DO
12 6
15 7
19.9
25.1
20.3
31.4
35.2
39.2
44,0
4
1
1
1
1
4.04
14
1
17 6
22.2
28.1
31,7
35.2
39.4
44.0
60
49,2
15
1
18 0
23.7
30,1
33.9
37.7
42.2
47,1
52.8
6 5
10 7
13.6
15.3
17,0
19.0
21,2
23,7
10 6
13.4
17 0
19 A
21.2
23.7
26.5
29.7
4
2.10
6 0
2.70
0,5
3 24
10 2
3,50
1
12
7
HI
1.3
GO
20 3
22.9
25.4
28.5
31.8
35.6
17 8
22.6
25.4
20,3
31.7
35.3
39.6
1
3 96
12.4
155
19.6
24 .9
23.0
4 32
31.1
34
13 6
38.9
17 0
43.5
21,4
27.1
30.5
33.9
38 0
42.4
47.5
22.3
20 3
31.8
35.3
39.6
44,2
49 5
24,9
31.7
35,6
39 6
44 3
49,5
55,4
.
4 50
14
5 04
T
5 40
17 0
21.2
26,7
33.9
40
30,2
42.4
47,5
7 5
53,0
9.4
59,3
11.9
15,1
17.0
10.8
21.1
23.6
26 4
14,0
10,8
21.2
23.6
26.4
29,4
33.0
17.0
22.6
25.4
20,3
31.7
35.3
39,6
2
3,00 3
00
1,3
00
12.8 13.0
4.80
198
5 8
9 4 1
17.7
1
4 40
4
15
1
5
00
15 7
r
60
17 6
j
1
1
10.0
1
1
14
n 1
5.7
19.0
25
28.3
31 4
35,2
39.2
17.3
44.0
21.8
27.6
311
34.5
38.7
48.2
48,4
23.7
30
1
33 9
371
42
2
47.1
24 7
52.0
31 4
35.3
39.2
44,0
49,1
277
55 0
35 2
39.6
44.0
49.2
55 0
61,5
29.7
37.7
42,4
47.1
52.8
58.9
65,9
T
18 0
19 6
22 0 23 6
1
fCon Unued}
TABLE 30 iComd.i
SHEET 1.60
1
,00
2 00
224
2.50
2.80
355
3.15
4,00
Standard Nominal Thickness (m»n)
5
*
Weight
in
Standard Nominal Surface
kg
Size .
mm x mm
Area in 1
23,7
26 4
29.5
33,0
36.9
41.5
26.4
29.7
33.0
36.9
41 2
46.2
31 7
35 6
39.6
44,3
49.5
55 4
35.2
33,6
44.0
49.2
550
38.7
43.5
48.4
54.2
42.2
47.5
52.8
59.1
44,0
49,5
55.0
61,5
49.2
55.4
61.5
52.8
59.3
65.9
24.1
27,1
30.1
21
m2
46,8
52.8
1,66
51,9
5@,5
65.9
2,10
62 3
70.2
79
1
2.52
61,5
69.2
78.0
87 9
2.B0
60.4
677
76.2
85,8
96.7
3 03
65.9
73.9
83.1
93 6
105.5
3,36
6B.7
76.9
86.5
97.5
1
09,9
3,50
58.9
76,9
66,2
96.9
109,2
123.1
3 92
73.9
824
92,3
103.8
17 0
131.9
4 20
30.1
33.8
37.7
42.2
475
53.5
603
1.92
33.9
37.7
42,2
47,1
52,8
59.3
66 9
75.4
2.40
36.2
40.7
45,2
50.6
56.5
63 3
71.2
60,3
90.4
2-88
40.2
45,2
50.2
56,3
62 8
703
79,1
89 2
100.5
3,20
44,2
49,7
55.3
61,9
69,1
77,4
87.0
98,1
110 5
3.52
43.2
54.3
60.3
67.5
75.4
84.4
95.0
1
10.7
120 6
3 94
50.2
56.5
62.6
703
78.5
87.
98.9
1 1 1
,5
125.6
4.00
56.3
63.3
70.3
7S.8
87.9
93.5
10.8
124.8
140.7
4,48
60,3
67,8
75.4
84.4
94.2
105.5
118.7
133 8
150.7
4.00
27.1
30,5
33.9
38.0
42 4
47.5
53.4
60 2
67.8
2.16
33,9
33,2
42.4
47.5
53,0
59.3
66 8
75 2
04 8
2.70
40,7
45,8
50.9
570
63.6
71,2
80.1
903
1017
3.24
45.2
50,9
55.5
63.3
70.6
79,1
890
100,3
113.0
3.60
97,9
110,4
124,3
3.96
135 6
4.32
49.7
56.0
62.2
69.6
77,7
1
87.0
1
84.8
95.0
106 8
120 4
79.1
08.3
90.9
111.3
125.4
141.3
4.5Q
79.1
88.6
90,9
110.8
12J.6
140.5
150.3
4.04
76,3
84.8
95.0
106,0
1187
133.5
150.5
169 6
5,40
33.9
37.7
42.2
47.1
52 8
59.3
66,9
75 4
2 >40
42.4
47.1
52.8
58.9
65 9
74 2
83.6
94.2
45.2
50,9
56.5
63.3
70.6
79.1
890
100.3
113 0
300 360
50.2
56.5
62,8
70.3
78.5
87.9
89 0
11.5
125.6
4.00
55.3
62.2
69,1
77.4
86.4
967
108 8
122.6
138.2
4.40
60.3
67.8
75.4
64.4
94 2
105,5
1
18.7
133 8
1
50.7
4.80
62.3
706
78,5
67.9
98.1
109 9
123.6
139 3
157.0
5.00
138.5
156.1
1
75.8
5.40
148.4
167.2
168,4
6,00
54,3 56,5 63.3 67.8 30.1
37.7
70.3 75.4
61.0 63.6 71.2
79,1
84.8
67 a 70.6
76.0
S7,9
98,5
109,1
123,1
94,2
105 5
11 7.8
131.9
!
600 750 900 1000 1100 1200 1250 1400 1500 3200 * 600 750 900 1000 1100 1200 1250 1400 1500 3500 x 600 750 900 1000 1100 1 200 1250 1400 1500 4000 x 600 750 900 1000 1100 1200 1250 1400 1500
2800
x
sTiiEL tables
TABLE 31 SAFE LOADS FOR SINGLE ANGLE STRUTS SINGLE BOLTED OR SINGLE RIVETED END CONNECTIONS
0 50
Length!
1.00
3.00
2.50
2,00
1.50
3.50
Matron
\n
Size
A
B
*
*
mm mm SO
(
55
*
m
3637
1
2657 8
14820
792.3
5.0
4490
1
3281.2
1804.9
978.1
60
5315 3
3847.6
2094,8
11303
— — —
55 * 5 0
4989 6
3923 0
2316.3
1305.4
798,9
6 0
5927 0
4559.9
2753.8
1
560.6
9490
80
7744,0
5089,2
3598.4
20262
1240,1
9486
9
7-158 9
4407.8
2482.0
1519,0
5.0
5483 8
4573.6
2922.7
1729.6
1060.9
e.o
6519 2
54 1 0.4
3430.3
201 8.5
1230.0
8 0
6539,8
7087.4
4493.4
2644.1
1621.8
6701.1
5516.5
3246.1
1
60
*
-
too
ANGLES
65
*
65
2226.9
1393,0
6212.4
4267.6
26509
1659.1
nou
8120.3
5533.9
3416.0
2137.4
1415.2
9984.0
4804.0
4200.0
2428.0
1740,0
5338.4
4292.2
2801.4
1769.9
1 1
6950,9
51 10.0
3335.2
2106,1
1411.3
9097.7
6647.4
4324.0
2724.4
1827.2
—
11195 9
8180.5
5321,3
3352.6
—
2248.
7655.4
5953.8
4020.0
2643.9
17 B 2.2
1259,2
10041.7
7766,8
5221.1
3423.1
2303.3
1629.6
12371.2
9568.6
8432,4
4217.2
2837.6
2007.7
* 5.0
*
,0
.
3585.0
100 75
— —
5218.0
80
*
— — — — —
—
6 0
75
—
6,0
10,0
70
991
— — —
—
—
8.0
*
10494.1
i
— —
* 5.0
EQUAL
70
kg
ml
10 0
60
in
4 0
50
-
Safe Loads
t
6.0 8 0
10 0
— — — — —
925,0
95,4
—
_ _ _
{Continu&$
SAFE LOADS FOK SINGLE ANGLE STRUTS
87
TABLE 31 (Contd.) SAFE LOADS FOR SINGLE ANGLE STRUTS SINGLE BOLTED
Effective Lengths in
1
.00
OR SINGLE RIVETED END CONNECTIONS
1.50
2,00
2,50
3.00
3.50
Metres Size
Ax B xt
^
Safe Loads
in
kg
L mm mm mm I
80 x 60 x 6.0
8347*1
6804.0
4787.1
3242.2
2212.9
1574.7
8.0
10953.6
SS92.5
6226.3
4210.0
2670.6
2042.7
10,0
13501.4
10960.9
7677.0
51B9.2
3538,3
2517.9
12.0
15952,4
2396.2
8990.5
6066.1
4131.9
2940.4
1
40 x 5.0
2776.0
1358.5
725.9
—
—
—
6,0
3295.1
1612.5
861.6
—
—
8.0
4227.4
2044.4
1090.8
—
—
45 x 5.0
3563,1
1939.9
1046.7
—
6.0
4185.0
2253.1
1212.5
—
6,0
5470.6
2945.3
1585.0
— — —
45 x 5.0
3739.2
2035.8
1098.5
6.0
4443.7
2419.3
1305.4
8.0
5745.2
3093,1
1664.5
10.0
7044,2
37925
2040.9
x 6.0
5371*4
3194.1
1
603.6
1
1
6.0
6982.5
4126.3
2323.4
1
422.0
10.0
8575.5
5067,6
2853,5
1746.4
80 *50 x 6.0
5596.5
3327.9
1884.4
11 57.S
8.0
7280.2
4302.2
2422.5
1
10,0
8947.7
5287*6
90 x60 *8.0
9559.9
10.0 12.0
1
60
— 65
70
ANGIES
x
x
x
2— EQUAL
75x50
Note
1
— — — — —
— — — —
10.2
— — —
— -
-
—
—
—
— —
—
482.6
— —
—
2977.4
1822,9
—
—
6667.4
4193.3
2623,1
1751,0
11739,0
0125.8
5060.0
317S.9
2115.5
3884.0
9610,6
6008,3
3759,7
2502.1
*
— —
—The safe loads given in this Table are tabulated for ratio of slenderness up to but not exceeding 250. of slenderness exceeding 1B0. the right side of the zig-zag dotted line are for ratio based on the requirements specified in 18,9.1.1 of IS 800-1956.
The values on 3
'
This Table
:
is
s
n .M
i
ahi.i.s
TABLE 32 SAFE LOADS FOR SINGLE ANGLE STRUTS DOUBLE BGl TED GH DOUBLE RIVETED OR '//ELDED END CONNECTIONS f
iir.'jfr. *
!
0
;
1
5
30
2.5
2.0
3 5
fl
Si/# f
A/H.C
intn
LjOHft*
in
*'
f
)
mm
m#n
ffln>
Vi
2
1026 3
991 .0
—
—
—
4102 0
2254 7
1220 4
—
—
4010
201 7 9
1414 3
—
— — —
— _
:n ?
SO 4 0
*
*
f
50 0
fi
•>»/
,
V,
*
*
SO
4505 4
2098.0
1
6 0
5820
f
3442.4
1943.7
fi
4490 2
2509
9120,6
5510 0
3111.2
1
§0
5/17,2
0650 6
2160.3
1327.1
6764
4286.0
2521 2
547 9
—
—
561/0
3302.7
2027.6
—
6395.9
4054,6
2489.3
4482.5
2705 S
1
0
*
7757
/
5136 0
3316 0
2076.5
1373.4
10140.0
6919 8
4274.9
2674,2
1766.6
—
10 0
12468 0
0508.0
5256 0
3208 0
2172.0
—
50
7292
5065.2
3497.4
2213 3
1481,3
—
fio
E1602 2
0337.6
4 63 0
2635.6
1
362 9
0309 5
5396 9
341
2281.0
—
10225!)
6641.5
2807.
—
*
10 0
no
*
.
75
ao
*
-
— —
0 0
0 0
75
1
892,0
—
60
10077
6510 9
50
*
70
1545.2
9
— — — —
NGLE
70
1
086G 5
too 65
102.5
100 *
75 1 5
0 0
*
1
— — —
0
05
995 5
606 0
50
&G 60
4
6,0
1
1
fi
13901 9563.2
eo
12.544 2
10 o
15454,2
fi
El
o 0
7444
1
9/106 11960
,
1153,8
1
.0
4197.6 3301.2
2230. G
7
4275.5
2082.6
2034.7
8043.3
5267,3
3551.3
2506.8
2774,0
1963 0
3597
2544.6
5964,6
4056.9
13087.4
11120 9
7705,1
5267,4
16071,0
13707,5
19034
161287
7
1
f
6520
8506.7
12,0
763.5
5026 3
10430. A
ID 0
—
744.4
9595.9
6492.6
1230.1
7588.0
i
|
1
1
571
.8
4433.7
3136
5175,6
3660.0
4
(Continued}
H>K SINGLE ANCLfc
SAfx. !X)Atrt
STKL'J
fry
TABLE 32
VS
i
DOUBLE SIVETED OR WELDED END CONNECTIONS
Cfi
To
77
T7,
I?
Tfl
Size
A
*
0
C
a
Sale Loads
mm
i
90
*
90
a 3
0
VO 0 12.0
100
1 1
100
*
0 x
8 0
*
0
1 1
13761 0
1
12615.1
20074 9
15193.Q
2796 0
4608.3
5463 4
3409 4 4042 0
7317 9 6957 4
5269 5
3979 9
6443.6
10633.1
7649 0
4860.3 5769 5
3054.9 3735.6 4434 4
9495 5 11749 4 13858 6 17065 7
7146 7 6543 1 040 S 3
5366.8
41 41
6665 5
5123 9
7643.8 9555.9
60298
14402 0 17137 6 21011 1
11362.2
5853.7
13520 4
10535 4
16549.3
1
24636 9 30362 4 35398 4
20190.2 24829.5 29310 9
16502 9 20273 4 2390c 9
55094 9
49910 9
43419 4
66663.1
59259.2
51518.0
90545
30339
699497
9914,2
12 0
23B279
12160 2 14435 0
8677.7
15969,9
12531
2311 1.2
19760.6
15506.5
274094 337524
23386 2
1
28798.1
225406
26222 8 31203 6
22481 3
26751.5
18176 0 21626
38451.7
32900.8
26547,4
38232 3
34614.2
47242.0
42720.1
295406 367737
56036.6
50607.2
43501 6
67735 9 80604 0 1 09783 .5
64933.3
61169 7 72745 98340 2
1
fl
—
12,0
15 0 x 150 x 12.0
15 0 1
0.0
* 15
0
18.0
25.0
Effective Lengths in
3778 5
6398 2 7565 4
16299.2 19348 3
130 * 130 x 10 0
100
10640
5244.3
13253 9
15 0
x
7472.8 9143.4
16270.3
12.0
200
0454 Z
6932.9
1
20072
* 8.0
ANGLES
150
kg
10.0
10.0
EQUAL
in
mm
rrwr
— —
— — —
—
—
1.0
a
8304 S
77259 9 105187.3
1
,5
l
1
281 7 0
2.5
2.0
1
3.0
7
"
.0
7425.2
2853.5
3 5
Metres Size
Ax9kC n
r
Safe Loads
mm mm mm 1 1
0 x
1 1
0 x
a.fl
10.0 12.0 15.0
130
x
150
x
x
*
— —
®—
,p
—
—
5612.1
“
0330
6861
10854.3
13330 2
11020.
18 0
13202.6 16307.7 19218 9
157144
12971 6
o
3730 5 0
320790
27622.6
38038 2 51449 3
32719 2
12.0 1
?no
—
4716.3
15 0 x
— *— — 5721 2 6607.9
12.0
150
—
kg
7119.5 0471. 10365.7
130 x 10 0
ANGLES
EQUAL
3266.6 4066.7 4770.8 5884.7
in
5.Q
v is
18 0 25.0
44327.4 59938.2
1
—
—
“
—
.4
6333,4 7764.6 9147.3
8983 .0
4415E7
|
*— **
19917.9 23.560.5
15039 6
11S42.7
17794,3
l365S.fi
31760.7
23956 5
18412,9 (Continued!
[
90
TABLE 32 (Contd.) SINGLE SAFE LOADS FOR
ANGLE
STRu*p§
DOUBLE RIVETED OR WELDED END CONNECTIONS DOUBLE BOLTED OR
in
25
2,0
1.5
1.0
Effective
3 0
Metres Size
Sa*? Loads In
AxS xC mm mm mm £0 * 40 x 5.0
3471.0
1S97.4
905.9
6.0
41 20,0
2014.S
iorr.9
SO
52S5.S
3555 2
136C.5
65 x 45 x 5,0
4454 7
2424 3
13C9.7
s.c
SS3S 9
366o C
1932-9
45 x 5 0
4574 5
2544 2
1374.5
— — —
a.c
5555.7
3323 5
1533 4
—
SO 70
x
x
5232.5
2517 5
>515 9
—
*
— —
— — — —
so
71 33.2
3367. 9
2262 4
—
— —
1G.C
SS27.3
47414
2553 2
—
—
50 x 5,0
S71S.2
3394 6
2266
8-0
E732.S
5 T 55.1
0725.1
5334 5
w 75
— — — —
1
— —
1362 6
ANGLE!
10.0
£0x50*
T
4181.5
3,0
3135.2
537 = 3
3236 7
1=47.4
1 1
15C,S
S6CS5
3732.2
2273.5
1 1
S3S
8336.5
52C
3255 S
21 73 5
4737.5
31 15 5
52:2 9
3529 3
10,0
46611
12 : 51.5
2.0
172315
12015.2
65 X 3.0
136513
T
TOO ICC* 75
T
8.0
T0.C
12,0
J
_
63521 _ 259'!
15525
1
12512 4 I
*
»
1
mnz
*
x SC x 3,0
X
21 76
*$SS 7
10.0
ICO
1
5.0
UNEQUAL
30
1771.9 -s "C^ 2 : .C
15C57.4
12433 2
£5513
15279 0
22C23 5
1ST 115
1
„u
3861.7
1234: 1
Z^wC
2
**
1
l
4
74“^ 7
5755
5773 5
£333 2
5
2335 2
3530 5 4244
5
{CcrtflhuwJ
zt
sA |:j:
lOAMS VO K
SINMI
I:
ANtiUl STRUTS
I
91
ABLE 32
(Contd.)
SAFE LOADS FOR SINGLE ANGLE STRUTS DOUBLE BOLTED OR DOUBLE RIVETED OR WELDED END CONNECTIONS Effective Lengths
1
0
1.5
3.0
3.5
6057.9
4^04.2
2.5
2.0
Mftfros
in
Silo
Aw B
G
-
Sato Loads
kg
in
1
I
mm,
mm
75
10 0
mm 125
*
125
95
w
«
21513 5
12549 9
1
B878.5
22552
18754 0
14278 9
10576.1
7811.0
120
26745
1
22154
16846
5
12577.4
9102.6
20853 2
23724
t
16532 3
1493 3
7050 0
5559.5
34444 8
31133 4
25190.6
2C831 6
16353,G
42433 3
35350,4
32207 2
25577 4
20065.7
45779 9
35320 2
31092.5
23524 7
17625 4
56757,4
52767.5
47029.0
40230 2
67451
62654.3
55730.0
476586
55
5 0
7.0
10 0
k
17832
— —
|
7
ANGLES
150 150
75
*
12.0
115
*
12 0
*
v
— — —
15 0 UNEQUAL
2C0
w
100
<
15 0
200
*
1
50
w
15 0
— —
-
—
10 0
1
1
1
I I
4G
Elective Lengths
Metres
in
1
50
4 5
Slit!
A
B
*
-
Safs Liadi
C
m
kg
,
hi
r
mm mm mm
““
a
3552 4
—
e
4171.7
—
-
75 * 10 0
3165 3
25
*
95
10 0
5891 5
4508
12 0
5924 S
52X
—
—
—
12635 3
S373 5
7574 £
‘6355 5
5213.2
2296 4
7777 9
6374,6
1
9631.4
1
0 20 7 3
1
-
ANGLES
1
—
—
125
150-75
*
12 0
115
-
12C
50
*
15 0
1
5652 C
,
'
UNEQUAL
100
200 2CG
*
1
50
13233 2
* 15 0 -
27353
33642
ISO
39S24
13 0
T
3
33C23 4
8081,1
15CC4
6
15003 6
1 1
27364
22451.6
16675 0
13230 9
1
,
sa-e leads grve
Th» value's cn
2
3
.
T>iis
Table
-
rent
fi
erceedng 250
m fts Tabie are ^txiatsti terras of slenderness up fcr rate of tenderness «e***ng 1 60 s*e cf re ag-zag 0=“ed ir«s are to but not
No , e
205
231 = 2 2
* based' cn tne recrements seeded
r.
18.9.1.1 of IS
800-1956.
TABLE 33
AREAS OF ROUND BARS IN SLABS PER Me TRe WIDTH FOR DIFFERENT SPACINGs f
Spacing
im)
of bars (cm)
!
6
8
10
12
14
16
18
20
22
24
26
28
5
3.27
2.45
1.96
1.64
1.40
1.23
1.09
0.98
0.89
0.62
0.75
0.70
0.55
6
4.71
3.53
2.83
2.63
2.02
1.76
1.57
1.41
1.28
1.18
1.09
1.01
0.94
2.40
2.17
1.92
1.75
1.60
1.48
1.37
1.28
1.93
1.79
1.6/
7 8
10 11
12 14
16 18
20 22 25
6.41
8.37
13.09
15.84 18.85
26.65
33.54 42.41
52.36
4.81
6.28
3.85
3.20
2.75
5.02
4.19
3.59
3.14
2.79
2.51
2.28
2,09
7.85
6.54
5.61
4.91
4.36
3.93
3.57
3.27
3.02
2.80
2.62
11.88
9.50
7.92
6.79
5.94
5.28
4.75
4.32
3.96
3.65
3.39
3.17
14.14
11.31
9.42
8.08
7.07
6.28
5.65
5.14
4.71
4.35
4.04
3.77
11.00
9.62
8.55
7.70
7.00
6.41
5.92
5.50
5.13
16.76
14.36
12.56
11.18
10.05
9.14
8.38
7 73
7.18
7.70
21.20
18.17
15.90
14.14
12.75
11.56
10.60
9.78
9.08
8.48
26.18
22.44
19.64
17.45
15.71
14.29
13.09
12.08
11.22
10.47
23.75
21.12
19.00
17.28
15.84
14.62
13.57
13.67
30.68
27.27
24 54
22.31
20.45
18.88
17.53
16,36
9.82
19.24
25.13
31.80 39.27 47.51 61 .36
15.39
20.10 25.44 31.41
38.01
49.08
12.83
31 .67
40.90
27.15
35.06
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