example: (Total immediate settlement),Determine the total immediate settlement of the rectangular footing shown in figure belowe after 2 months. 1200 kNG.S.1.0m3m x 4m% = 8000KN/m²...y = 20KN/m²2.0mSand0.5B =1.5m0.63.0mclayE= 20000KN/m²4.5m0.133Rock2B óm2B – 0.6 Iz

Given: A soil profile as shown in the figure.A rectangular footing 3m x 4m is placed at depth of 1.0…

Answered: 1200 KN C.S. 1.0m 3m x 4m % =…

1200 KN C.S. 1.0m 3m x 4m % = 8000KN/m²,.-y = 20KN/m³ 2.0m Sand 0.5B=1.5m 0.6 3.0m clay E= 20000KN/m² 0133 Rock 2B= 6m 2B – 0.6 Iz

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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Question

example: (Total immediate settlement),

Determine the total immediate settlement of the rectangular footing shown in figure belowe after 2 months.

1200 kN
G.S.
1.0m
3m x 4m
% = 8000KN/m²...y = 20KN/m²
2.0m
Sand
0.5B =1.5m
0.6
3.0m
clay
E= 20000KN/m²
4.5m
0.133
Rock
2B óm
2B – 0.6 Iz

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