Problem $1(35$ points$)$: The figure shows a bolted steel beam connection subjected to an eccentrically loaded point load. Use the AISC table $7-7$ to determine the Coefficient C$.$

Design Code: AISC: Steel Construction Manual, ${16}^{th}$ Edition

Design Data:

See figure drawing

Structural Steel Section Material: ASTM A$992$

Steel Bolts: A$325$X $($Group $120-$X$),$ Standard Holes. $\frac{3}{4}$ in$.$

Center Bolt$-$Member Edge Distance: $1\mathrm{.}5$ in$.$

Design Assumption

Possible failure limit states:

Bolt shear failure

Bolt$/$Plate tearout

Bolt$/$Plate bearing

What is the allowable LRFD load, $P_u?$