a = 3.9 m, b = 9 kN/m, c = 15 kN. b kN/m c kN DO JE 4 m 3 m 3 m FIGURE 1

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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For the beam loaded as shown in the figure 1, determine the reaction at A  in kN using Double Integration Method. Consider 150 mm x 150 mm section and E = 200 GPa. 

a = 3.9 m, b = 9 kN/m, c = 15 kN.

a = 3.9 m, b = 9 kN/m, c = 15 kN.
b kN/m
c kN
DO
4 m
3 m
3 m
FIGURE 1
Transcribed Image Text:a = 3.9 m, b = 9 kN/m, c = 15 kN. b kN/m c kN DO 4 m 3 m 3 m FIGURE 1
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