][ STEEL STRUCTURES ][

Problem 11.3.A 
P&A 362

W 30 x 108 of A36 steel 
with Fu 58 ksi is required
to develop an end reaction of 120 kips.
Determine the possible choice for a framed beam connection
with A325F bolts and 
A36 angles.

Investigate the resistance with the smallest bolts 
to bearing and shear
if the beam flange is not cut back,
and the resistance to tearing
if the connection is installed as shown in 
Figure 11.15. P&A 363