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

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.5.1P

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