Design a footing to support a BRICK wall with a dead load D= 120 kN/m and a live load L= 70 kN/m, the allowable soil pressure, qo, is 120 kN/m², f,= 400 MPa and f = 25 MPa, normal-weight concrete. Assume wall thick is 250 mm and footing thickness is 300mm and bar diameter is 16mm. %3D %3D 20 a) Find footing DEPTH according to shear equations 20 b) Design the main reinforcement for the footing

Design a footing to support a BRICK wall with a dead load D= 120 kN/m and a live load L= 70 kN/m, the allowable soil pressure, qo, is 120 kN/m², f,= 400 MPa and f = 25 MPa, normal-weight concrete. Assume wall thick is 250 mm and footing thickness is 300mm and bar diameter is 16mm. %3D %3D 20 a) Find footing DEPTH according to shear equations 20 b) Design the main reinforcement for the footing

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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