The Figure shows a 0.75-in-thick AISI 1020 HR steel bar subjected to a load of (F = 1.4 kip) and welded to a vertical support using a 7010 electrode. Estimate the shear stress for the weld. 2in 2 in

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The Figure shows a 0.75-in-thick AISI 1020 HR
steel bar subjected to a load of (F = 1.4 kip) and
welded to a vertical support using a 7010
electrode. Estimate the shear stress for the weld.
For the AISI 1020 HR steel bar, S, = 30 kpsi, Su= 55 kpsi (from the table)
From the pattern of weld shown below, b= d = 2 in (welding table)
bd2
* = b/2
ý = d/2
A = 1.414hd
Then,
A = 1.414hd = 1.414(5/16)(2) = 0.884 in?
I= bd/2 = 2(4)/2 = 4 in
1= 0.707hl, = 0.707(5/16)(4) = 0.884 in
Primary shear:
F
t%3D
A
1.4
= 1.584 kpsi
0.884
Secondary shear:
Mr
" =
1.4(7)(1)
= 11.086 kpsi
0.884
Then, the shear stress is
1=Vr2 + t"2 = V2.509 + 122.9 = 11.2 kpsi . Ans
II
<>
Transcribed Image Text:Ex Welding.pdf → The Figure shows a 0.75-in-thick AISI 1020 HR steel bar subjected to a load of (F = 1.4 kip) and welded to a vertical support using a 7010 electrode. Estimate the shear stress for the weld. For the AISI 1020 HR steel bar, S, = 30 kpsi, Su= 55 kpsi (from the table) From the pattern of weld shown below, b= d = 2 in (welding table) bd2 * = b/2 ý = d/2 A = 1.414hd Then, A = 1.414hd = 1.414(5/16)(2) = 0.884 in? I= bd/2 = 2(4)/2 = 4 in 1= 0.707hl, = 0.707(5/16)(4) = 0.884 in Primary shear: F t%3D A 1.4 = 1.584 kpsi 0.884 Secondary shear: Mr " = 1.4(7)(1) = 11.086 kpsi 0.884 Then, the shear stress is 1=Vr2 + t"2 = V2.509 + 122.9 = 11.2 kpsi . Ans II <>
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