use the sum of the ID as 29
design a concrete column to resist the ultimate load Pu if the dead load = X(kN) [where X= 1015] and the live load = Y(kN) [where Y =725]. The column is to be designed as tied square column with concrete compressive strength f'c= 28MPa, the steel yield stress fy = 420 MPa. Assume pg = 0.02
Problem 2: (40 pts) Design a concrete column to resist the ultimate load Pu if the dead load Xh X - sum ID X35) and the live load=Y (kN) (where Y=sum ID x 25). Y=725 The column is to be designed as tied square column with concrete compressive strength f'c = 28 MPa, the steel yield stress fy = 420 MPa. Assume pe=0.02 x = 1015
Problem 2: (40 pts) Design a concrete column to resist the ultimate load Pu if the dead load Xh X - sum ID X35) and the
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Problem 2: (40 pts) Design a concrete column to resist the ultimate load Pu if the dead load Xh X - sum ID X35) and the
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