Estimate the width (B) of the rectangular combined footing shown in figure, then find the following: 1. The thickness (t) of the footing from wide beam shear. 2. The pressure, shear and moment diagrams. 3. The steel required in long direction. Use: qu 150 kN/m, fe= 25, MPa, f, - 400 MPa, L.F. = 1.5, columns dimensions (0.4 x 0.4) m. 1000 kN 1500 kN 1.8 m 12 m 6.0 m

Estimate the width (B) of the rectangular combined footing shown in figure, then find the following: 1. The thickness (t) of the footing from wide beam shear. 2. The pressure, shear and moment diagrams. 3. The steel required in long direction. Use: qu 150 kN/m, fe= 25, MPa, f, - 400 MPa, L.F. = 1.5, columns dimensions (0.4 x 0.4) m. 1000 kN 1500 kN 1.8 m 12 m 6.0 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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