Compute the available block shear of the gusset plate a) Per LRFD b) Per ASD

130% v - + 7 Annotate T| Edit Trial expired Unlock Full Version Q- X ENGR 263 A A A 6.12 A steel guy cable hangs vertically to support a roof system at the lower end of the cable. The 240-ft-long wire has a net cross section area of 0.75 in² and weighs 1.50 lb/ft. Ten- sile stress in the cable must not exceed 20 000 lb/in?. (a) Determine the maximum tensile stress that develops in the cable due to its own weight. (b) Determine the maximum load that can be carried at the lower end of the cable with- out exceeding the maximum specified tensile stress.

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. %3D The channel has a gross area of 2181mm2. The bolts have a shear stress of 457MP.. 30, 65 65 30, 60 O O O 80 O O O 60 C8X11.5 (AISC Designation) What is the design tensile strength due to gross yielding (kN)?

Attached pic is shear equation for calculation Tension equation for calculation is: Tdw= FyLwte/Ymw 150 mm Transcribed Image Text: 150 mm Weld thickness 6 mm Vdw= wtfyw/(√3 x Ymw) | Weld thickness 6 mm