3. By using Double Integration Method, Determine the deflection at the free end of the beam shown 60 kN 300 kN–m A 5 m 5 m L= 10 m El = constant E = 200 GPa %3D
3. By using Double Integration Method, Determine the deflection at the free end of the beam shown 60 kN 300 kN–m A 5 m 5 m L= 10 m El = constant E = 200 GPa %3D
Chapter7: Deflections Of Trusses, Beams, And Frames: Work-energy Methods
Section: Chapter Questions
Problem 63P
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Transcribed Image Text:3. By using Double Integration Method, Determine the deflection at the free end of the beam shown
60 kN
300 kN-m
B
5 m
5 m
L= 10 m
El = constant
E= 200 GPa
%3D
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