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I Example 2 W SECTION The hanger below (front view and side view) supports a 5000 N partition wall. Calculate the normal stress in the angles if they are 76 x 76 mm with a thickness of 9.5 mm. Calculate the shear stress in the bolts, the bearing stress on the gusset plate and on the angles. PL120X10 220 A325M BOLTS 2- L76x76x9.5

I Example 2 W SECTION The hanger below (front view and side view) supports a 5000 N partition wall. Calculate the normal stress in the angles if they are 76 x 76 mm with a thickness of 9.5 mm. Calculate the shear stress in the bolts, the bearing stress on the gusset plate and on the angles. PL120X10 220 A325M BOLTS 2- L76x76x9.5

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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I Example 2 W SECTION The hanger below (front view and side view) supports a 5000 N partition wall. Calculate the normal stress in the angles if they are 76 x 76 mm with a thickness of 9.5 mm. Calculate the shear stress in the bolts, the bearing stress on the gusset plate and on the angles. PL120X10 220 A325M BOLTS 2- L76x76x9.5 T, O O O O
Transcribed Image Text:I Example 2 W SECTION The hanger below (front view and side view) supports a 5000 N partition wall. Calculate the normal stress in the angles if they are 76 x 76 mm with a thickness of 9.5 mm. Calculate the shear stress in the bolts, the bearing stress on the gusset plate and on the angles. PL120X10 220 A325M BOLTS 2- L76x76x9.5 T, O O O O
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