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2. The angle L178x102x13 shown below is being used as tension bracing. Assume the bolts are sufficient to develop the full tension capacity of the angle. The bolt hole is drilled for M22 bolt. The angle is Grade 350W steel. Calculate the factored tension resistance of the angle. You may assume tear out failure does not govern. LI78X 102X 13 70 65 taot astos 65 65 65

2. The angle L178x102x13 shown below is being used as tension bracing. Assume the bolts are sufficient to develop the full tension capacity of the angle. The bolt hole is drilled for M22 bolt. The angle is Grade 350W steel. Calculate the factored tension resistance of the angle. You may assume tear out failure does not govern. LI78X 102X 13 70 65 taot astos 65 65 65

Structural Analysis
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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2. The angle L178x102x13 shown below is being used as tension bracing. Assume the bolts are sufficient to develop the full tension capacity of the angle. The bolt hole is drilled for M22 bolt. The angle is Grade 350W steel. Calculate the factored tension resistance of the angle. You may assume tear out failure does not govern. LI78X102X13 70 65 taot estost 65 65
Transcribed Image Text:2. The angle L178x102x13 shown below is being used as tension bracing. Assume the bolts are sufficient to develop the full tension capacity of the angle. The bolt hole is drilled for M22 bolt. The angle is Grade 350W steel. Calculate the factored tension resistance of the angle. You may assume tear out failure does not govern. LI78X102X13 70 65 taot estost 65 65
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