2. Use Double Integration Method. E = 200 GPa and I = 90 x 106 mm4. a. Compute the rotation at the free end in degrees. b. Calculate the maximum deflection of the beam in millimeters. 6 kN/m A 6 kN m 2 m
2. Use Double Integration Method. E = 200 GPa and I = 90 x 106 mm4. a. Compute the rotation at the free end in degrees. b. Calculate the maximum deflection of the beam in millimeters. 6 kN/m A 6 kN m 2 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:2. Use Double Integration Method. E = 200 GPa and I = 90 x 106 mm.
a.
Compute the rotation at the free end in degrees.
b. Calculate the maximum deflection of the beam in millimeters.
6 kN/m
A
6 kN m
2 m
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