6 kN/m 6 kN-m - 2 m . Use Double Integration Method. E = 200 GPa and I = 90 x 10° -Compute the rotation at the end in free degrees -Calculate the maximum deflection of the beam in millimeters.
6 kN/m 6 kN-m - 2 m . Use Double Integration Method. E = 200 GPa and I = 90 x 10° -Compute the rotation at the end in free degrees -Calculate the maximum deflection of the beam in millimeters.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:6 kN/m
6 kN-m
2 m
Use Double Integration Method. E = 200 GPa and I = 90 x 10°
-Compute the rotation at the end in free degrees
-Calculate the maximum deflection of the beam in
millimeters.
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