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Extracted text: SITUATION 1 (a) Draw a flowchart on how to design a compression member using rolled W-shape. Paste a picture of your flowchart on the textbox below. (b) Design an interior column (using rolled W-shape made of ASTM A992 steel (Fy = 50 ksi) for a multistory rigid frame. No bracing is provided on both parallel-to-paper and perpendicular-to-paper planes. The axial compressive load is 175 kips DL and 500 kips LL. Bending moments are neglected. All beams are W14x68. Consider parallel-to- %3D paper direction only. For determining K, neglect inelastic action, and use Ix for beams and ly for columns. Use ASD specifications. Put your final answers at the text box below. Same as 14-0 design column W14X68 W14x68(bcam) Design this column 14-0 36-0 36-0 -36-0- Edit. Virw Insert Tormat CS Scned with CarnSicanner 味