2. Determine the maximum deflection of the simply supported beam using double integration method. E = 200 GPa and I-65.0x106 mm4. 24 kN 18 kN/m A -1.5 m-1.5 m- -3 m
2. Determine the maximum deflection of the simply supported beam using double integration method. E = 200 GPa and I-65.0x106 mm4. 24 kN 18 kN/m A -1.5 m-1.5 m- -3 m
Chapter7: Deflections Of Trusses, Beams, And Frames: Work-energy Methods
Section: Chapter Questions
Problem 57P
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Transcribed Image Text:2. Determine the maximum deflection of the simply supported beam using double integration method. E = 200 GPa and l=65.0x106 mm4.
%3D
24 kN
18 kN/m
A
B
|-1.5 m→-1.5 m-
3 m
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