A C9 × 20 tension member is connected with 11 ⁄8-inch-diameter bolts, as shown in Figure 2. Fy = 50 ksi and Fu = 70 ksi. The member is subjected to the following service loads: dead load = 36 kips and live load = 110 kips. Calculate whether the member has enough strength. Use LRFD. Use ASD.

The tension member shown in Figure 3.4-2 is a PL 5/8 x 10, and the steel is A36. The bolts are 7/8-inch in diameter. a. Determine the design strength for LRFD. b. Determine the allowable strength for ASD. | 2" +|+| in seinefrinehich 9 оо SO

The tension member is a PL 1⁄2 × 6. It is connected to a 3⁄8-inch-thick gusset plate with 7⁄8-inch-diameter bolts. Both components are of A242 steel.   Note: A242 Fu = 70ksi dh = db + 1/16’’ Use: Consider deformation at the bolt hole   what is the:  minimum spacing as per AISC code provisions  maximum spacing as per AISC code provisions minimum edge distance as per AISC code provisions maximum edge distance as per AISC code provisions