Question

8. (30 points) The structural engineering firm of Sandman Consulting is willing to pay you S120.00 to determine whether or not the WTSx22.5 section made of A36 steel shown below has a block shear capacity that can resist a factored axial load of P 250 kips. They need your assistance. The fasteners are 3/4" diameter A325 bolts. In addition to performing the design check, please sketch and describe the potential block shear failure mode. Use LRFD. 11 31, 317 Bolt Hoe Detail

Answer 1

Date MON TUE WED THU FRI SAT SUN 0620 bolt sine 34 Po lenhal bloude bhuar mmoode Pa fy 3b lesi Por te polental tlode shar faulure mods ーAvn e 2 [ (1'/2 + 3 (2+3"/2-0.sx13/, 1) x 0 621 ,n- 8-o2125ML i n 서- Block shar capadhy en 251-63