Design the area and thickness of single footing for two-story building with the following loading condition. Pp - 980 kN, PL- 750 kN, PE 85 kN and Mg-360 kN.m. Assuming foundation depth; Im, soil unit weight, y = 21 kN/m and allowable bearing capacity is 325 kN/m?. (column dim = 40x40 cm, f. = 25 MPa and fy = 400 MPa, design by rebar = 20 mm).

Design the area and thickness of single footing for two-story building with the following loading condition. Pp - 980 kN, PL- 750 kN, PE 85 kN and Mg-360 kN.m. Assuming foundation depth; Im, soil unit weight, y = 21 kN/m and allowable bearing capacity is 325 kN/m?. (column dim = 40x40 cm, f. = 25 MPa and fy = 400 MPa, design by rebar = 20 mm).

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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