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 a gross area of 2181mm2. The bolts have a shear stress of 457MPA. 30, 65 65 30 60 O O O 80 60 C8X11.5

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 a gross area of 2181mm2. The bolts have a shear stress of 457MPA. 30, 65 65 30 60 O O O 80 60 C8X11.5

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter7: Simple Connections

Section: Chapter Questions

Problem 7.4.1P

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Question

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 a gross area of 2181mm2. The bolts have a shear stress of 457MPa.
30, 65 65 30,
60
80
O O O
60
C8X11.5
(AISC Designation)
What is the allowable tensile strength due to rupture (kN)?

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