1. Two plates each with thickness 7-160mmare bolted together with6-22 mmdia. boltsformingBolt52= 80mmspacingare as follows S₁ = 40mmBolt hole dia. 25mmS3 = 100mmLfu- 483 тра ту- 345 траSolve the allowable istrength and thePaUltimate strengthin:1- Yielding 2. Rupture 3. Shear 4. Block Shearoolap connectionatat

Given: t = 16 mm db = 22 mm dbo = 22+2=24 mm s1 = 40 mm, s2 = 80 mm, s3 = 100 mm d = 25 mm fu = 483…

1. Two plates each with thickness 7=160mm are bolted together with 6-22 mm dia. bolts forming Bolt 82= 80mm are as follows S₁ = 40mm S3 = 100 mm Bolt hole dia. 25mm Fu- 483 mPa Ty. 345 mPa Solve the allowable istrength and the Spacing lap connection Ultimate strength in: 1. Yielding 2. Rupture 3. Shear 4. Block Shear too 00 P

1. Two plates each with thickness 7=160mm are bolted together with 6-22 mm dia. bolts forming Bolt 82= 80mm are as follows S₁ = 40mm S3 = 100 mm Bolt hole dia. 25mm Fu- 483 mPa Ty. 345 mPa Solve the allowable istrength and the Spacing lap connection Ultimate strength in: 1. Yielding 2. Rupture 3. Shear 4. Block Shear too 00 P

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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