Rebar Join Welding Design

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PROJECT : REPUBLIC POLYTECHNIC PROJECT REF : WELDING CALCULATION FOR REBAR JOIN Sheet No : 1 of 1 Date : 4 March 2013 Designed by : Utaya Kumar Checked by : Jeffrey Yu Objective : Calculate and proposed welding length to rejoin the Rebar Design Assumption 1. These designs have been done based on BS5990-1:2000. 2. Main Bar size = 20 mm 3. Designed yield strength of reinforcement bar and shear link = 460 N/mm 2 . 4. Fillet Weld Size = 6 mm. 5. Allowable Stress for Grade 43 steel fillet weld = 115 N/mm 2 . 6. Strength for Grade 43 steel fillet weld = 805 N/mm 2 . Calculation A. Main Rebar Fillet Weld Size = 6 mm Throat Length, a = 0.7 x 6 mm = 4.2 mm Length required for welding, L w = 460 × π× 20 2 4 805 × 0.8 = 224 mm Effective length of weld for both sides = 224 2 = 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

description

Design with Singapore spec

Transcript of Rebar Join Welding Design

Page 1: Rebar Join Welding Design

PROJECT : REPUBLIC POLYTECHNIC PROJECT

REF : WELDING CALCULATION FOR REBAR JOIN

Sheet No : 1 of 1Date : 4 March 2013Designed by : Utaya KumarChecked by : Jeffrey Yu

Objective : Calculate and proposed welding length to rejoin the Rebar

Design Assumption

1. These designs have been done based on BS5990-1:2000.2. Main Bar size = 𝜙 20 mm3. Designed yield strength of reinforcement bar and shear link = 460 N/mm2.4. Fillet Weld Size = 6 mm.5. Allowable Stress for Grade 43 steel fillet weld = 115 N/mm2.6. Strength for Grade 43 steel fillet weld = 805 N/mm2.

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 = 460×

π×202

4805×0.8

= 224 mm

Effective length of weld for both sides = 2242

= 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