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Refer to Figure 11.3 for the rigid foundation. Given: B=3 ht: L=6 ht: D₁ = 3 ht: H = 15 ft: E = 140 ton/it: p = 0.4: and net increase of pressure on the founda- tion. A 4000 lb/ft². Estimate the elastic settlement. = Foundation BXI Rigid foundation settlement Ag hdhindhi D₁ = Poisson's ratio E modulus of elasticity H Soil Rock Flexible foundation settlement H

Refer to Figure 11.3 for the rigid foundation. Given: B=3 ht: L=6 ht: D₁ = 3 ht: H = 15 ft: E = 140 ton/it: p = 0.4: and net increase of pressure on the founda- tion. A 4000 lb/ft². Estimate the elastic settlement. = Foundation BXI Rigid foundation settlement Ag hdhindhi D₁ = Poisson's ratio E modulus of elasticity H Soil Rock Flexible foundation settlement H

Structural Analysis
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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Refer to Figure 11.3 for the rigid foundation. Given: B=3 ht: L=6 ht: D₁ = 3 ht: H = 15 ft: E = 140 ton/it: p, = 0.4: and net increase of pressure on the founda- tion. A 4000 lb/ft². Estimate the elastic settlement. = Foundation BXI Rigid foundation settlement Ao hstihdbil Flexible foundation settlement H - = Poisson's ratio E modulus of elasticity H Soil Rock
Transcribed Image Text:Refer to Figure 11.3 for the rigid foundation. Given: B=3 ht: L=6 ht: D₁ = 3 ht: H = 15 ft: E = 140 ton/it: p, = 0.4: and net increase of pressure on the founda- tion. A 4000 lb/ft². Estimate the elastic settlement. = Foundation BXI Rigid foundation settlement Ao hstihdbil Flexible foundation settlement H - = Poisson's ratio E modulus of elasticity H Soil Rock
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