Question: Problem# 4 Using the LRFD method, design a tension member given the following parameters: Service loads: P D = 4 0 kips, P L =

Problem#4 Using the LRFD method, design a tension member given the following parameters:
Service loads: PD=40kips,PL=66kips;
Single angle required;
Unbraced length, L=20ft;
ASTM A36 steel; and
Two lines of four 3/4-in.-diameter bolts.
After selecting the suitable angle, check the block shear by investigating the following two modes
Problem# 4 Using the LRFD method, design a

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