3,500 kN/m2; and µs = 0.35. (Useful formula and table can be found from Appendix)
3,500 kN/m2; and µs = 0.35. (Useful formula and table can be found from Appendix)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
A rigid foundation is subjected to a vertical column load, P = 700 kN, as shown in Figure below. Estimate the elastic settlement due to the net applied pressure, Δσ, on the foundation. Given: B = 2m; L = 2m; Df = 1.5m; H = 3m; Es = 13,500 kN/m2; and µs = 0.35. (Useful formula and table can be found from Appendix)
Transcribed Image Text:Foundation
BxL
De
Ao
Soil
H, - Poisson's ratio
E, = modulus of elasticity H
%3D
Rock
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