A 1.4 m wide x 0.33 m thick RC footing is to be provided for a 250mm thick RC wall. The wall carries a dead load of 170 kN/m and a live load of 338 kN/m of the wall. The gross allowable soil pressure is 330 kPa. The bottom of the footing is 625 mm below the ground. Use f'c = 21 MPa and fy = 420 MPa. Unit weight is 23.6 kN/m3 for concrete and 18.4 kN/m3 for the soil backfill. The diameter of main bars is 16mm and that of the shrinkage and temperature bars 10mm

A 1.4 m wide x 0.33 m thick RC footing is to be provided for a 250mm thick RC wall. The wall carries a dead load of 170 kN/m and a live load of 338 kN/m of the wall. The gross allowable soil pressure is 330 kPa. The bottom of the footing is 625 mm below the ground. Use f'c = 21 MPa and fy = 420 MPa. Unit weight is 23.6 kN/m3 for concrete and 18.4 kN/m3 for the soil backfill. The diameter of main bars is 16mm and that of the shrinkage and temperature bars 10mm

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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