Refer to the figure below and determine the following using Double Integration Method E = 127 GPa |= 182 x 10 mm 73 kN A 1.70 m 1.70 m Slope of deflection at point B of the beam а. 0.01074 rad b. -0.01074 rad С. 7.8956 x106 rad d. -7.8956 x106 rad Maximum deflection of the beam а. -18.2547 mm b. 18.2547 mm С. 0.01825 m d. -0.01825 m
Refer to the figure below and determine the following using Double Integration Method E = 127 GPa |= 182 x 10 mm 73 kN A 1.70 m 1.70 m Slope of deflection at point B of the beam а. 0.01074 rad b. -0.01074 rad С. 7.8956 x106 rad d. -7.8956 x106 rad Maximum deflection of the beam а. -18.2547 mm b. 18.2547 mm С. 0.01825 m d. -0.01825 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Need the correct answers in this problem AS SOON AS POSSIBLE. Please provide COMPLETE SOLUTION in 2 questions. Box the final answers. Thank you, I will give upvote if you does.
Use double integration method.
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