m or nL.O10.019.08.07.06.05.04.0E 3.02.52.01.5-0.0061.50.007-0.0060.15-0.010-0.009-0.0112.0.0120.2m or n2.5 30.014-0.024.-0.0140.0200.0160.25 0.342.0000.451249.67 8 9 100.01Cats0.34-0.130.5 0.6 0.7 0.8 0.9 1.0m or n(a)ais0.171.51.5222.530.20-2.534156 768 9 107.11.00.90.80.70.640.50.30.250.2m or nE0.158.9 100.10 Q.3: A) A footing as shown in the Fig.(1). Determine two of the followings:(use chart in the last page)1- The increment in vertical stress under points (A) fordepth of 4m.2- The increment in vertical stress under points (B) fordepth of 4m.3- The increment in vertical stress under points (C) fordepth of 4m.Fig.110.0 m200kPa4.0 m8.0 mB150 kPaA4.0 m

The calculation is done by Bossinesq theory: ∆σV=3Q12πz211+rz25/2 r= Horizontal distance of the…

Q.3: A) A footing as shown in the Fig.(1). Determine two of the (use chart in the last page) 1- The increment in vertical stress under points (A) for depth of 4m. 2- The increment in vertical stress under points (B) for in vertical stress under points (C) for depth of 4m. 3- The increment depth of 4m. Fig.1 10.0

Q.3: A) A footing as shown in the Fig.(1). Determine two of the (use chart in the last page) 1- The increment in vertical stress under points (A) for depth of 4m. 2- The increment in vertical stress under points (B) for in vertical stress under points (C) for depth of 4m. 3- The increment depth of 4m. Fig.1 10.0

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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