A C8X11.5 single channel section isbolted to a gusset plate with M22 bolts.Assume A36 steel, 5.6mm thick web forthe channel and an 8mm gusset plate. U= 0.80.The channel has a gross area of2181mm2. The bolts have a shear stressof 457MPA.30 65 65 306080O O O60C8X11.5(AISC Designation)What is the allowable strength due tobearing in bolts (kN)?

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A C8X11.5 single channel section is bolted to a gusset plate with M22 bolts. Assume A36 steel, 5.6mm thick web for the channel and an 8mm gusset plate. U = 0.80. The channel has gross area of 2181mm2. The bolts have a shear stress of 457MPA. 30 65 65 30 60 80 60 C8X11.5 (AISC Designation)

A C8X11.5 single channel section is bolted to a gusset plate with M22 bolts. Assume A36 steel, 5.6mm thick web for the channel and an 8mm gusset plate. U = 0.80. The channel has gross area of 2181mm2. The bolts have a shear stress of 457MPA. 30 65 65 30 60 80 60 C8X11.5 (AISC Designation)

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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