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Figure Q2(b) shows the isometric view and cross-sectional of a column. A 500 kN of load is acting 20 mm away from x-axis. The column is fixed at the foundation, but pin-connected with the beams. Assume the Young's modulus, E = 27.5 GPa, Gyield = 200 MPa. Use safety factor of 1.5 against buckling and safety factor of 1.25 against yielding. 500 kN 300 mm 300 mm 2.5 m 200 Foundation 3.5 m 20 mm 300 x- Load point, 500 kN Cross-sectional of column Isometric view of column Figure Q2(b)

Figure Q2(b) shows the isometric view and cross-sectional of a column. A 500 kN of load is acting 20 mm away from x-axis. The column is fixed at the foundation, but pin-connected with the beams. Assume the Young's modulus, E = 27.5 GPa, Gyield = 200 MPa. Use safety factor of 1.5 against buckling and safety factor of 1.25 against yielding. 500 kN 300 mm 300 mm 2.5 m 200 Foundation 3.5 m 20 mm 300 x- Load point, 500 kN Cross-sectional of column Isometric view of column Figure Q2(b)

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Figure Q2(b) shows the isometric view and cross-sectional of a column. A 500 kN of load is acting 20 mm away from x-axis. The column is fixed at the foundation, but pin-connected with the beams. Assume the Young's modulus, E = 27.5 GPa, Gyield =200 MPa. Use safety factor of 1.5 against buckling and safety factor of 1.25 against yielding. 500 kN 300 mm 300 mm 2.5 m 200 Foundation 3.5 m 20 mm 300 х- Load point, 500 kN Isometric view of column Cross-sectional of column Figure Q2(b) Calculate the effective height for each axis of the column.
Transcribed Image Text:Figure Q2(b) shows the isometric view and cross-sectional of a column. A 500 kN of load is acting 20 mm away from x-axis. The column is fixed at the foundation, but pin-connected with the beams. Assume the Young's modulus, E = 27.5 GPa, Gyield =200 MPa. Use safety factor of 1.5 against buckling and safety factor of 1.25 against yielding. 500 kN 300 mm 300 mm 2.5 m 200 Foundation 3.5 m 20 mm 300 х- Load point, 500 kN Isometric view of column Cross-sectional of column Figure Q2(b) Calculate the effective height for each axis of the column.
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