PROBLEM NO. 2: Two plates each with thickness t = 16mm are bolted together with 6-22mm diameter bolts forming a lap connection. Bolt Spacing are as follows: S₁ = 40mm, S₂ = 80mm, S3 = 100mm. Bolt diameter = 22mm. Use A36 steel. Calculate the allowable strength due to block shear only. S₁ S₂ S₂ S₁ 80 80 40 S-40 S, 100 S,40 P
PROBLEM NO. 2: Two plates each with thickness t = 16mm are bolted together with 6-22mm diameter bolts forming a lap connection. Bolt Spacing are as follows: S₁ = 40mm, S₂ = 80mm, S3 = 100mm. Bolt diameter = 22mm. Use A36 steel. Calculate the allowable strength due to block shear only. S₁ S₂ S₂ S₁ 80 80 40 S-40 S, 100 S,40 P
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:PROBLEM NO. 2:
Two plates each with thickness t = 16mm are bolted together
with 6-22mm diameter bolts forming a lap connection. Bolt
Spacing are as follows: S₁ = 40mm, S₂ = 80mm, S3 = 100mm. Bolt
diameter = 22mm. Use A36 steel. Calculate the allowable
strength due to block shear only.
I= 16 mm
S₁ S₂
S₂ S1
40 80 80 40
18-16mm
S-40
S₁-100
S-40
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Step 1: Interpretation of data
VIEWStep 2: Primary calculations
VIEWStep 3: Calculations for shear areas along the shear surface
VIEWStep 4: Calculations for tension areas along the tension surface
VIEWStep 5: Calculations for nominal block shear strength
VIEWStep 6: Calculations for allowable block shear strength as per LRFD and ASD
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