Determine the LRFD design strength and the ASD allowable strength of sections given. Neglect block shear.
A W8 × 40 of A992 steel having two lines of 3/4-in Ø bolts in each flange. There are 3 bolts in each line, 4 in on center. (Ans. LRFD 431.2 k, ASD 287.4 k)
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