A steel column, high 5m, is required to support the lead shown in figure Q4. The column is effectively held in position at both ends restrained in direction at the base, fixed, but not at the cap (i.e. partially retrained, i.e. pinned). Assume self-weight of the column = 2kN. c) Determine the ultimate axial load applied to the column, Ned. d) Determine the ultimate axial load capacity No,RD. PL =410kN VL=270kN PL=260KN PL = 320EN VL=170KN V.L=240kN PL= 300KN VL= 190KN
A steel column, high 5m, is required to support the lead shown in figure Q4. The column is effectively held in position at both ends restrained in direction at the base, fixed, but not at the cap (i.e. partially retrained, i.e. pinned). Assume self-weight of the column = 2kN. c) Determine the ultimate axial load applied to the column, Ned. d) Determine the ultimate axial load capacity No,RD. PL =410kN VL=270kN PL=260KN PL = 320EN VL=170KN V.L=240kN PL= 300KN VL= 190KN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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