Axial Dead Load =444 KNAxial Live Load=641 KNMoment about the X-axis due to Dead Loadon the top of the column = 170 kN-mMoment about the Y-axis due to Dead Loadon the top of the column = 132 kN-mMoment about the X-axis due to Live Loadon the top of the column = 172 kN-mMoment about the Y-axis due to Live Loadon the top of the column = 143 kN-mMoment about the X-axis due to Dead Loadon the bottom of the column = 153 kN-mMoment about the Y-axis due to Dead Loadon the bottom of the column = 177 kN-mMoment about the X-axis due to Live Loadon the bottom of the column = 161 kN-mMoment about the Y-axis due to Live Loadon the bottom of the column = 233 kN-mIf the end moments results to the columnhaving a singular curve for both axes, andthe column is not subjected to anytransverse loads, calculate the eccentricity(using the design moment) of the load alongthe X-axis in mm. A concrete rectangular column withdimensions A= 343 mm and B= 575 mm(See figure below) is braced against sidesway. The column is to be fixed on bothends for bending about the Y-axis and to bepinned on both ends for bending about theX-axis. The unsupported length is 7.99meters. Use f'c-33.76 MPa. Reinforcementsare along "B" only.BLThe column is subjected to the followingservice loads:AO

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A concrete rectangular column with dimensions A= 343 mm and B= 575 mm (See figure below) is braced against side sway. The column is to be fixed on both ends for bending about the Y-axis and to be pinned on both ends for bending about the X-axis. The unsupported length is 7.99 meters. Use f'c-33.76 MPa. Reinforcements are along "B" only. B L The column is subjected to the following service loads:

A concrete rectangular column with dimensions A= 343 mm and B= 575 mm (See figure below) is braced against side sway. The column is to be fixed on both ends for bending about the Y-axis and to be pinned on both ends for bending about the X-axis. The unsupported length is 7.99 meters. Use f'c-33.76 MPa. Reinforcements are along "B" only. B L The column is subjected to the following service loads:

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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