A C8x11.5 single channel section us bolted to a gusset plate with M22 bolts. Assume A36 steel, 5.6 mm thick web for the channel and an 8mm gusset plate. U=0.80 The channel has a gross area of 2181 mm^2. The bolts have a shear stress of 457 Mpa. What is the design tensile strength due to gross yielding (kN)?
A C8x11.5 single channel section us bolted to a gusset plate with M22 bolts. Assume A36 steel, 5.6 mm thick web for the channel and an 8mm gusset plate. U=0.80 The channel has a gross area of 2181 mm^2. The bolts have a shear stress of 457 Mpa. What is the design tensile strength due to gross yielding (kN)?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A C8x11.5 single channel section us bolted to a gusset plate with M22 bolts. Assume A36 steel, 5.6 mm thick web for the channel and an 8mm gusset plate. U=0.80
The channel has a gross area of 2181 mm^2. The bolts have a shear stress of 457 Mpa. What is the design tensile strength due to gross yielding (kN)?
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C8X11.5
(AISC Designation)
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