A steel structural member is to be used as a column 5 m long. The column is to be pinned at both ends for bending about X-X axis and fixed at one end and pinned at the other for bending about Y-Y axis. The properties of the member section are as follows: E= 200 GPa, yield stress= 350 MPa, Ixx = 222 x 106 mm4, Iyy = 72.71x106 mm4 and A= 12.33 x 103 mm2 Using Perry-Roberston equation, calculate the buckling stress and the corresponding load
A steel structural member is to be used as a column 5 m long. The column is to be pinned at both ends for bending about X-X axis and fixed at one end and pinned at the other for bending about Y-Y axis. The properties of the member section are as follows: E= 200 GPa, yield stress= 350 MPa, Ixx = 222 x 106 mm4, Iyy = 72.71x106 mm4 and A= 12.33 x 103 mm2 Using Perry-Roberston equation, calculate the buckling stress and the corresponding load
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A steel structural member is to be used as a column 5 m long. The column is to be pinned at both ends for bending about X-X axis and fixed at one end and pinned at the other for bending about Y-Y axis. The properties of the member section are as follows:
E= 200 GPa, yield stress= 350 MPa, Ixx = 222 x 106 mm4, Iyy = 72.71x106 mm4 and A= 12.33 x 103 mm2
Using Perry-Roberston equation, calculate the buckling stress and the corresponding load
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