Rebar Welding Design 4o2a36
This document was ed by and they confirmed that they have the permission to share it. If you are author or own the copyright of this book, please report to us by using this report form. Report r6l17
Overview 4q3b3c
& View Rebar Welding Design as PDF for free.
More details 26j3b
- Words: 210
- Pages: 1
PROJECT
: REPUBLIC POLYTECHNIC PROJECT
REF
: WELDING CALCULATION FOR REBAR
Objective
: Calculate and proposed welding length to re the Rebar
Design Assumption 1. 2. 3. 4. 5. 6.
These designs have been done based on BS5990-1:2000. Main Bar size Designed yield strength of reinforcement bar and shear link Fillet Weld Size Allowable Stress for Grade 43 steel fillet weld Strength for Grade 43 steel fillet weld
Calculation A. Main Rebar Fillet Weld Size
= 6 mm
Throat Length, a
= 0.7 x 6 mm = 4.2 mm
Length required for welding, Lw
= = 224 mm
Effective length of weld for both sides
= = 112 mm ≃ 115 mm
Actual length of weld for both sides
= 115 + (2 x 6) = 127 mm
Distribute
= 127 + (2 x 6) 2 = 75.5 mm
∴ Required Welding length for T20
= 75.5 mm each side.
Proposed Welding Length for T20
= 80 mm each side.
Typical Welding Connection For Main Bar
= 𝜙 20 mm 2 = 460 N/mm . = 6 mm. 2 = 115 N/mm . 2 = 805 N/mm .
Sheet No Date Designed by Checked by
: 1 of 1 : 4 March 2013 : Utaya Kumar : Jeffrey Yu
: REPUBLIC POLYTECHNIC PROJECT
REF
: WELDING CALCULATION FOR REBAR
Objective
: Calculate and proposed welding length to re the Rebar
Design Assumption 1. 2. 3. 4. 5. 6.
These designs have been done based on BS5990-1:2000. Main Bar size Designed yield strength of reinforcement bar and shear link Fillet Weld Size Allowable Stress for Grade 43 steel fillet weld Strength for Grade 43 steel fillet weld
Calculation A. Main Rebar Fillet Weld Size
= 6 mm
Throat Length, a
= 0.7 x 6 mm = 4.2 mm
Length required for welding, Lw
= = 224 mm
Effective length of weld for both sides
= = 112 mm ≃ 115 mm
Actual length of weld for both sides
= 115 + (2 x 6) = 127 mm
Distribute
= 127 + (2 x 6) 2 = 75.5 mm
∴ Required Welding length for T20
= 75.5 mm each side.
Proposed Welding Length for T20
= 80 mm each side.
Typical Welding Connection For Main Bar
= 𝜙 20 mm 2 = 460 N/mm . = 6 mm. 2 = 115 N/mm . 2 = 805 N/mm .
Sheet No Date Designed by Checked by
: 1 of 1 : 4 March 2013 : Utaya Kumar : Jeffrey Yu
Related Documents 171j1w
Rebar Welding Design 4o2a36
November 2019 87
Design For Welding 404f10
August 2020 0
Welding Design Ppt 2x1x12
December 2021 0
Design Considerations For Welding 3e2t1r
November 2019 82
Welding For Design Engineers 4l5tl
December 2019 102
Galvanized Rebar Vs Epoxy Rebar 1b2e38
December 2019 31More Documents from "Utaya Kumar Veelmurugan" 3f3e11
Rebar Welding Design 4o2a36
November 2019 87
Sudoku.xls 1yla
November 2019 31
Full Report Hirarc 1p1c5m
April 2020 34
8. Fila Table 1d2x4k
November 2019 185
Thamilasiriyai_1 6d4751
November 2020 0