The gross allowable soil pressure is 100 kPa and width of the wall is 200mm. Assume thatthe top of the footing is at the ground level.A) What should be the width (m) of the footing so that the allowable soil pressure will notbe exceeded? (Dimensions in multiples of 50mm)B) Check the adequacy of the footing for Beam Shear considering 1m stripC) Calculate the required spacing reinforcements for diameter 16mm main bars and 10mmshrinkage and temperature bars. A footing supports a 200mm thick concrete wall.=175Wall loads: Dead LoadkN/m= 89Live LoadkN/m= 20.6Concrete, f'cMPa= 415Steel, fyMPa23.6Unit weight of concretekN/m³= 1.2D +Factored load combination1.6LThickness of footing350mmSteel Cover (bottom of footing90mmto centroid of bars)The gross allowable soil pressure is 100 kPa and width of the wall is 200mm. Assume thatthe top of the footing is at the ground level.

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The gross allowable soil pressure is 100 kPa and width of the wall is 200mm. Assume that the top of the footing is at the ground level. A) What should be the width (m) of the footing so that the allowable soil pressure will not be exceeded? (Dimensions in multiples of 50mm) B) Check the adequacy of the footing for Beam Shear considering 1m strip C) Calculate the required spacing reinforcements for diameter 16mm main bars and 10mm shrinkage and temperature bars.

The gross allowable soil pressure is 100 kPa and width of the wall is 200mm. Assume that the top of the footing is at the ground level. A) What should be the width (m) of the footing so that the allowable soil pressure will not be exceeded? (Dimensions in multiples of 50mm) B) Check the adequacy of the footing for Beam Shear considering 1m strip C) Calculate the required spacing reinforcements for diameter 16mm main bars and 10mm shrinkage and temperature bars.

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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