PROBLEMS

$2-1.$ Compute the tensile capacity for the $\frac{1}{2}-$in$.-$thick plate shown. The bolts are $\frac{3}{4}-$in$.-$

diameter high$-$strength bolts. The steel is A$36.$

$2-2.$ Compute the tensile capacity for the angles and conditions shown. Use A$36$ steel

and standard angle gages.

$($a$)$ L$44\frac{1}{2},$ connected with $\frac{3}{4}-$in$.-$diameler higb$-$strength bolts.

$($b$)164\frac{5}{8},$ short leg connected with $\frac{7}{8}-$in$.-$diameter high$-$strength bolts.

$2-3.$ Compute the tensile capacity for the angles and conditions shown. Use A$36$ steel

and standard angle gages. The gusset plate is $\frac{3}{8}$ in$.$ thick.