Analyze the adequacy of the column to support the given load and moments. Neglect the weight of the column.
Analyze the adequacy of the column to support the given load and moments. Neglect the weight of the column.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A steel column 4.0 m long and fixed at both ends is used to carry an eccentric load of 150kN acting 150 mm and 150 mm from the x and y axis as shown in the figure. The column is subject to joint translation. The allowable bending stress about the x axis and y axis is 0.6Fy. Analyze the adequacy of the column to support the given load and moments. Neglect the weight of the column.
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