Q1// An interior column in a braced frame has the following service load forces and moments causing single curvature: Dead load Live load P = 690KN P = 880KN Mtop = 46 kN.m Mtop = 110 kN. m %3D Mpott. = -46 kN.m Мbott. = 110 kN. m %3D Using u = 8.4m, f = 27.6 MPa, fy = 414 MPa, k = 0.87, find the moment for %3D which 520mm square column must be designed.
Q1// An interior column in a braced frame has the following service load forces and moments causing single curvature: Dead load Live load P = 690KN P = 880KN Mtop = 46 kN.m Mtop = 110 kN. m %3D Mpott. = -46 kN.m Мbott. = 110 kN. m %3D Using u = 8.4m, f = 27.6 MPa, fy = 414 MPa, k = 0.87, find the moment for %3D which 520mm square column must be designed.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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