The connection shown in Fig. $11-10$ is made with $\frac{7}{8}-$in$.$ A$325$ bearing$-$type bolts in standard$-$size holes with the threads excluded from the shear planes.

The beam and gusset plates consist of A$36$ steel. Check the following items: $($a$)$ the tensile strengths of the W section and the gusset plates, $($b$)$ the strength of the bolts in single shear and bearing, and $($c$)$ the block shear strength of the W section crosshatched areas shown in Fig. $11-10($b$).$The connection shown in Fig. $11-10$ is made with $(7)/(8)-$in$.$ A$325$ bearing$-$type bolts in standard$-$size holes with the threads excluded from the shear planes. The beam and gusset plates consist of A$36$ steel. Check the following items: $($a$)$ the tensile strengths of the W section and the gusset plates, $($b$)$ the strength of the bolts in single shear and bearing, and $($c$)$ the block shear strength of the W section crosshatched areas shown in Fig. $11-10($b$).$