Question
CE 323 - Steel Design- Homework # 5 (Due March 13) 1. Determine the available strength of the compression member HSS 6 x 4 x 1/2 shown in the figure below. The member is Use AISC equations to compute design strengths for both LRFD and ASD. (15 points) * 15' 2. Determine whether compression member shown in the figure is adequate to support the given loads. The service dead load is 560 kips and the service live load is 100 kips. The member is W12x79. (15 points) E L > 30° 1 Prepare Excel sheet for Compression members similar to handout given in class. (15 points)