A C8X11.5 single channel section is bolted to a gusset plate with M22 bolts. AssumeA36 steel, 5.6mm thick web for the channel and an 8mm gusset plate. U = 0.80.%3DThe channel has a gross area of 2181mm2. The bolts have a shear stress of 457MP..30, 65 65 30,60O O O80O O O60C8X11.5(AISC Designation)What is the design tensile strength due to gross yielding (kN)?

Given:- A C8×11.5 single channel is bolted to a gusset plate The diameter of the bolts = 22 mm The…

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 O O O 60 с8х11.5 (AISC Designation) What is the design tensile strength due to gross yielding (kN)?

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 O O O 60 с8х11.5 (AISC Designation) What is the design tensile strength due to gross yielding (kN)?

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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