how to design a tension member using LRFD | sample problem

This video discusses a sample problem on structural steel tension members.
Sample problem:
Select a single-angle tension member of A36 steel to resist the following service loads: dead load = 222.4 kN (50 kips), live load = 444.8 kN (100 kips) and wind load = 200.2 kN (45 kips). The member will be connected through one leg with 25-m (1-inch) diameter bolts in two lines. There will be four bolts in each line. The member length is 6m (20 ft).
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[@acesu5785]

Bat po plinus ung diameter hole sa 1.6??

[@structuredesign5669]

Book name please