Determine the block shear design strength of the section using LRFD$.$ Assume

preferred material is used for the WT section. Assume $32$ long x $7(1)/(2)$ wide x $(1)/(2)$ thick

A$572$ Grade $50$ steel splice plate is bolted to the flange with $-$in dia A$490$X bolts in

standard holes. You must check block shear strength only. Assume splice plate is on$-$center

$($i$.$e$.$ edge spacing at the top and bottom is same$).$ Bolt spacing on splice plate is the same

as on the tension member including the edge distance to the end of the beam.$[4$ pts$]$ Determine the block shear design strength of the section using LRFD$.$ Assume

preferred material is used for the WT section. Assume $32"$ long x $\frac{71}{2}"$ wide $x\frac{1}{2}"$ thick

A$572$ Grade $50$ steel splice plate is bolted to the flange with $\frac{3}{4}-$in dia A$490$X bolts in

standard holes. You must check block shear strength only. Assume splice plate is on$-$center

$($i$.$e$.$ edge spacing at the top and bottom is same$).$ Bolt spacing on splice plate is the same

as on the tension member including the edge distance to the end of the beam.