A two-story building frame is to be designed as shown in Figure P5–62. The members are all to be…


A two-story edifice construct is to be intended as shown in Figure P5–62. The members are all to be I-beams delay unflexible connections. We would enjoy the sole joists glows to entertain a 15-in. profoundness and the columns to entertain a 10 in. width. The embodied is to be A36 structural steel. Two horizontal loads and upright loads are shown. Select members such that the allowable bending in the glows is 24,000 psi. Check buckling in the columns using Euler’s or Johnson’s process as divert. The allowable swerving in the glows should not yield 1=360 of each glow brace. The overall mastery of the construct should not yield 0.5 in.