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a. Use the moment-area method to determine the slopes and deflections at points B and D of the beam shown. E = 200 GPa | = 2500x106 mm4

a. Use the moment-area method to determine the slopes and deflections at points B and D of the beam shown. E = 200 GPa | = 2500x106 mm4

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Complete the solution with figures. Please follow the proper format.
Express your intermediate answers in FRACTION and simplify your FINAL answers up to TWO DECIMAL PLACES. BOX your FINAL ANSWERS

a. Use the moment-area method to determine the slopes and deflections at points B and D of the beam shown. E = 200 GPa | = 2500x106 mm4 A 4 m 335 kN B + 4 m -5 m- C 180 KN T Į B Hinge 4 m -5 m- 180 kN + b. Determine the maximum deflection for the beam shown by the moment-area method. E = 70 GPa 1 = 2340x106 mm4 340 kN-m E -4 m - 15 kN/m ▬▬▬▬▬ -4 m-
Transcribed Image Text:a. Use the moment-area method to determine the slopes and deflections at points B and D of the beam shown. E = 200 GPa | = 2500x106 mm4 A 4 m 335 kN B + 4 m -5 m- C 180 KN T Į B Hinge 4 m -5 m- 180 kN + b. Determine the maximum deflection for the beam shown by the moment-area method. E = 70 GPa 1 = 2340x106 mm4 340 kN-m E -4 m - 15 kN/m ▬▬▬▬▬ -4 m-
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