Determine the LRFD design strength and the ASD allowable strength of the sections given, including block shear.
An 6 × 6 × 3/8 angle welded to a 3/8 in gusset plate as shown in Fig. P3-37. All steel is Fy = 36 ksi and Fu = 58 ksi. (Ans. LRFD 139.1 k, ASD 92.7 k)
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