2 k/ft B -15 ft- –6ft El = constant E = 29,000 ksi 1= 350 in.4

Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter14: Sheet-pile Walls
Section: Chapter Questions
Problem 14.5P
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Use the virtual work method to determine the deflection at point C of the beam shown

2 k/ft
B
-15 ft-
–6ft
El = constant
E = 29,000 ksi
1= 350 in.4
Transcribed Image Text:2 k/ft B -15 ft- –6ft El = constant E = 29,000 ksi 1= 350 in.4
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