ProblemA combined footing supports the given loads as shown.Allowable soil pressure is 270 kPa. Unit weight of soil andconcrete are 15.7 kN/m3 and 23.5 kN/m3 respectively. Use f'c= 27.6 MPa and fy = 414.6 MPa.%3D%3DDL = 1070 kNDL = 935 kNLL = 625 kN%3DLL = 715 kN%3D400 х 400450 х 4500.45 m0.95 m0.4 m5.5 mCalculate the following:1. Length of the footing in multiples of 100mm.2. Width of the footing in multiples of 100mm.3. Maximum nominal one-way shear stress.4. Maximum nominal two-way shear stress.

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Problem A combined footing supports the given loads as shown. Allowable soil pressure is 270 kPa. Unit weight of soil and concrete are 15.7 kN/m³ and 23.5 kN/m3 respectively. Use f'c = 27.6 MPa and fy = 414.6 MPa. %3D DL = 1070 kN DL = 935 kN LL = 625 kN LL = 715 kN %3D 400 x 400 450 x 450 0.45 m 0.95 m 0.4 m 5.5 m

Problem A combined footing supports the given loads as shown. Allowable soil pressure is 270 kPa. Unit weight of soil and concrete are 15.7 kN/m³ and 23.5 kN/m3 respectively. Use f'c = 27.6 MPa and fy = 414.6 MPa. %3D DL = 1070 kN DL = 935 kN LL = 625 kN LL = 715 kN %3D 400 x 400 450 x 450 0.45 m 0.95 m 0.4 m 5.5 m

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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