20 kN B 5m E - 3 m P8.29 w =6 kN/m
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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Question
Compute the horizontal and vertical components
of the deflection at C in Figure P8.29. E = 200 GPa, A =
25 × 103
mm2
, and I = 240 × 106
mm4
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