-2.0m M₁ -2.0m- P₁ Situation 2: M₁ = 2 kN-m, P₁ = 250 N
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter6: Vertical Stress Increase In Soil
Section: Chapter Questions
Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...
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Compute the maximum deflection of the beam using Double integration method

Transcribed Image Text:2.0m
M₁
2.0m
P₁
Situation 2: M₁ = 2 kN-m, P₁= 250 N
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