a = 5.5 m, b = 3.3 m, c = 20.3 kN/m, d = 27 kN. d kN d kN c kN/m "b" m a" m "b" m FIGURE 3
a = 5.5 m, b = 3.3 m, c = 20.3 kN/m, d = 27 kN. d kN d kN c kN/m "b" m a" m "b" m FIGURE 3
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter18: Sheet-pile Walls
Section: Chapter Questions
Problem 18.13P
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For the beam loaded as shown in the figure 3, determine the deflection at D in mm using any Geometric Method. Consider 250 mm x 400 (b x h) mm section and E = 100,000 MPa.
a = 5.5 m, b = 3.3 m, c = 20.3 kN/m, d = 27 kN.
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