Question

For each of the problems listed, the following information is to be used, unless otherwise indicated (a) AISC Specification; (b) standard-size holes; (c) members have clean mill-scale surfaces (Class A), (d) Fy 36 ksi and Fu 58 and unless otherwise noted, (e) deformation at service loads is a design consideration. Do not consider block shear, unless specifically requested Determine the LRFD design tensile strength and the ASD allowable tensile strength for the member shown, assuming a bearing-type connection. 2 in f6 in 6in 2 in 2 in 3 in |3 in 2 in PL 1 x 16 PL 1 x 16 FIGURE P12-1 to 12-5 3 4 -in A490 bolts, threads not excluded from shear plane. (Ans. 202.0 k, 134.7 K)

Answer 1