The tension member shown in the figure is a PL1/2"X8" of ASTM A36 steel. The member is connected to a gusset plate with
Posted: Sun Jul 03, 2022 12:26 pm
The tension member shown in the figure is a PL1/2"X8" of ASTM A36 steel. The member is connected to a gusset plate with 1 1/8 inch diameter bolts. It is subjected to the dead and live loads shown. Does this member have enough strength? Assume that Ae = An. a) Per LRFD b) Per ASD D=95k L = 9k PL 12 x 8 O