Q4: Design a circular spirally reinforced column with Pu=3429 KN Assume that there is no identified applied moment. • As
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Q4: Design a circular spirally reinforced column with Pu=3429 KN Assume that there is no identified applied moment. • As
Q4: Design a circular spirally reinforced column with Pu=3429 KN Assume that there is no identified applied moment. • Assume that the column is short. Assume Ppreferable = 0.03. • Assume f. = 27.5MPa, fy = 420MPa. • Try square section. • Try Plongitudinal Bar = 29mm, Abar = 645mm • Try Plateral Reiforcement = 10mm
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