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A concrete rectangular column with dimensions A= 550mm and B= 370mm (See figure below) is braced against side sway. The column is to be fixed on both ends for bending about the X-axis and to be pinned on both ends for bending about the Y-axis. The unsupported length is 7.6 meters. Use f'c=40. A,

A concrete rectangular column with dimensions A= 550mm and B= 370mm (See figure below) is braced against side sway. The column is to be fixed on both ends for bending about the X-axis and to be pinned on both ends for bending about the Y-axis. The unsupported length is 7.6 meters. Use f'c=40. A,

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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A. Critical load on the column for bending about Y-axis, kN B.Critical load on the column for bending about X-axis, kN C. Design moment for bending about the X-axis kN-m D.Design moment for bending about the Y-axis kN-m E. Eccentricity ( using the design moment ) of the load along the Y-axis,mm F.Eccentricity ( using the design moment ) of the load along the X-axis,mm
A concrete rectangular column with dimensions A= 550mm and B= 370mm (See figure below) is braced against side sway. The column is to be fixed on both ends for bending about the X axis and to be pinned on both ends for bending about the Y-axis. The unsupported length is 7.6 meters. Use f'c=40. A. The column is subjected to the fol owing gervice loacs
Transcribed Image Text:A concrete rectangular column with dimensions A= 550mm and B= 370mm (See figure below) is braced against side sway. The column is to be fixed on both ends for bending about the X axis and to be pinned on both ends for bending about the Y-axis. The unsupported length is 7.6 meters. Use f'c=40. A. The column is subjected to the fol owing gervice loacs
Axial Dead Load =455 kN Axial Live Load%3D625KN Moment about the X-axis due to Dead Load on the top of the column 130 kN-m Moment about the Y-axis due to Dead Load on the top of the column = 117 kN-m Moment about the X-axis due to Live Load on the top of the column = 144 kN-m Moment about the Y-axis due to Live Load on the top of the column = 129 kN-m Moment about the X-axis due to Dead Load on the bottom of the column = 116 kN-m Moment about the Y-axis due to Dead Load on the bottom of the column = 107 kN-m Moment about the X-axis due to Live Load on the bottom of the column = 138 kN-m Moment about the Y-axis due to Live Load on the bottom of the column= 121 kN-m If the end moments results to the column having a sirngular curve for both axes. and the column is not subjected to any transverse loads, determine the following
Transcribed Image Text:Axial Dead Load =455 kN Axial Live Load%3D625KN Moment about the X-axis due to Dead Load on the top of the column 130 kN-m Moment about the Y-axis due to Dead Load on the top of the column = 117 kN-m Moment about the X-axis due to Live Load on the top of the column = 144 kN-m Moment about the Y-axis due to Live Load on the top of the column = 129 kN-m Moment about the X-axis due to Dead Load on the bottom of the column = 116 kN-m Moment about the Y-axis due to Dead Load on the bottom of the column = 107 kN-m Moment about the X-axis due to Live Load on the bottom of the column = 138 kN-m Moment about the Y-axis due to Live Load on the bottom of the column= 121 kN-m If the end moments results to the column having a sirngular curve for both axes. and the column is not subjected to any transverse loads, determine the following
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