7.4) Determine the increase in vertical stress at a depth (2) m belowpoint A due to surface loadsshown in Figure (2).m or nL.O10.09.08.07.06.05.04.0E 3.02.52.0G.S.Lxxxx1.5z1.5-0.006--0.0070.0060.0090.1519-0.0110.010Section b-b2160 kPa0.20.0120.014m or n2.5 3310180.016&0.0200.25 0.30,024120 kPa42.0000.45-0.0460.06SbAT7 8 9 100.13ats0.340.5 0.6 0.7 0.8 0.9 1.0m or n(a)2.5 m160 kPa120 kPaais.15.1.522.5 32.5T31.5 m2 m0.5 m445Fig.(2)6 78 9.11011.00.90.80.70.640.510.40.30.250.2m of nE0.150.10.9 10

Answered: Image /qna-images/answer/63556cb0-a076-4a6e-9213-17d5d9adaabb.jpg

4) Determine the increase in vertical stress at a depth (2) m belowpoint A due to surface loads shown in Figure (2). m or n L.O 10.00 9.0 8.0 7.0 6.0 5.0 4.0 E 3.0 2.5 2.0 G.S.L XXXX 1.5 Z 0.007 -0.006 1.5 4 0.009 0.006 0.15 1904 -0.011 0.010 160 kPa Section b-b 2 0.2 0.012 0.014 m or n 2.5 3 GOLE 0.016 & 0.020 0.25 0.3 -0.024. 120 kPa 4 2.000 0.4 5 -0.04 6 0.06 S b 7 8 9 10 Fats 0.34 0.13 0.5 0.6 0.7 0.8 0.9 1.0 m or n (a) 2.5 m 160 kPa 120 kPa ais. 15 . 1.5 2 2.5 3 2.5 T 3 1.5 m 2 m 0.5 m 4 4 i 5 Fig.(2) 6 7 8 9 . 1 10 1: 11.0 0.9 0.8 0.7 0.6 40.5 10.4 0.3 0.25 0.2 m or m E 0.15 .9 10 0.10

4) Determine the increase in vertical stress at a depth (2) m belowpoint A due to surface loads shown in Figure (2). m or n L.O 10.00 9.0 8.0 7.0 6.0 5.0 4.0 E 3.0 2.5 2.0 G.S.L XXXX 1.5 Z 0.007 -0.006 1.5 4 0.009 0.006 0.15 1904 -0.011 0.010 160 kPa Section b-b 2 0.2 0.012 0.014 m or n 2.5 3 GOLE 0.016 & 0.020 0.25 0.3 -0.024. 120 kPa 4 2.000 0.4 5 -0.04 6 0.06 S b 7 8 9 10 Fats 0.34 0.13 0.5 0.6 0.7 0.8 0.9 1.0 m or n (a) 2.5 m 160 kPa 120 kPa ais. 15 . 1.5 2 2.5 3 2.5 T 3 1.5 m 2 m 0.5 m 4 4 i 5 Fig.(2) 6 7 8 9 . 1 10 1: 11.0 0.9 0.8 0.7 0.6 40.5 10.4 0.3 0.25 0.2 m or m E 0.15 .9 10 0.10

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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