Rebar Join Welding Design (FW - 6mm)

PROJECT

: Au AuroraEOS Project

REF

: WE W ELDIND FOR BAR EXTENSION

Sheet No Date De"#$e% &' Chec*e% &' Re,

: : : : :

1 of 1 11-Ju-1! () J+ J+ .1

Design Assumption 1 / 5 7 ! 3

The"e The"e %e"#$ %e"#$" " ha,e ha,e &ee &ee %oe %oe &a"e% &a"e% o o BS5950-1:2000 & BS8110-1:1997  0a# Bar "#e 2  13 44 De"#$ De"#$e% e% '#e6 '#e6% % "tre "tre$t $th h of re# re#for force4 ce4e ett &ar &ar a% a% "hea "hearr 6#* 6#* 2 73. 73. N844 N844 / F#66et We6% S#e 2 3 44 A66o9a&6e Stre"" for ra%e 75 "tee6 f#66et 9e6% 2 11! N844 / Stre$th for ra%e 75 "tee6 f#66et 9e6% 2 /1! N844 /

Calculation  A 0a# Re&ar  Throat Le$th; a

2 .< = 3 44 2 7/ 44

F#66et We6% Stre$th

2 /1! = 7/ 2 >.5 N844

0.87 × 460 ×

Le$th re?u#re% for 9e6%#$; L 9

2

π × 16

2

4

903

2 @>1. 44 89.10

Effec Effect#, t#,e e 6e 6e$th $th of 9e6% 9e6% for for &oth &oth "#%e" "#%e"

2

2

2 77!! 44 ≃ !. 44  Actua6 6e$th 6e$th of 9e6% for &oth "#%e"

D#"tr#&ute

L9 Therefore; Re&ar Stre$th; P "t

2 !.  / = 3 2 3/ 44 2 3/  / = 3 / 2 75 44 ≃ 3.  3. 44

⩽ !Ø

2 2 2 ≃

.@
 

0.87 × 460 ×

π × 16

@.737>@ N @.73 *N

 P st  Re?u#re% We6%#$ 6e$th for T13; L 9

2

0.38 × β w × s 80464.98

2

Proo"e% 9e6%#$ 6e$th

0.38 × 215 × 6

2

137 44

2

3.  /3 = 7

4

2

PROJECT

: AuroraEOS Project

REF

: WELDIND FOR BAR EXTENSION 2 1>/ 44

Typical el!ing Connection "o# $ain Ba# 

⩾

137 44

O)

Sheet No Date De"#$e% &' Chec*e% &' Re,

: : : : :

/ of 1 11-Ju-1! () J+ .1