$2-$ A column splice connection is formed using a bearing type bolted end$-$plate connection.

Considering shear and bearing effects check the adequacy of the section under combined shear

and tensile force effects. $P_G$ and $P_Q$ point loadings affect the connection and the loading axis

goes through the center of gravity of the bolts. Shear plane passes through the threaded parts of

the bolts. Standard circular holes are used. Choose corresponding configuration from the table

based on your $"$b$"$ value. $(40$p$)$