Determine the vertical deflection at point Cusing Castigliano's Theorem. Take: P = 150 kN L= 10 m L/5 4L/5 E = 232x106 kPa and I = 8.789x1o4 m4 %3D

Structural Analysis
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Chapter2: Loads On Structures
Section: Chapter Questions
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Determine the vertical deflection at point
Cusing Castigliano's Theorem. Take:
P = 150 kN
AF
C
L= 10 m
L/5
4L/5
E = 232x106 kPa and I = 8.789x104 m4
%3D
Transcribed Image Text:Determine the vertical deflection at point Cusing Castigliano's Theorem. Take: P = 150 kN AF C L= 10 m L/5 4L/5 E = 232x106 kPa and I = 8.789x104 m4 %3D
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