$9-3.$ Determine the maximum tensile force, $P_w,$ that can be

applied to the connection shown in Figure $9-39$ based on

the bolt strength and check bolt bearing; assume ASTM

A$36$ steel for the following bolt types in standard holes:

$1-$in$.-$diameter $A325N,$

$1-$in$.-$diameter $A325SC($Class B faying surface,

no fillers$),$ and

$\frac{7}{8}-$in$.-$diameter A$490$X$.$

FIGURE $9-39$ Details for Problem $9-3.$