Use the virtual work method to determine the slope and deflection at point D of the beam shown below. 35 kN/m Hinge 150 kN в 5 m -2.5 m- -2.5 m- 1600 (10) mm* 1200 (10°) mmª E= constant -210 GPa

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 33P
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Use the virtual work method to determine the slope and deflection at point D of the beam shown
below.
35 kN/m
Hinge
150 kN
D
B
5 m
-2.5 m
-2.5 m-
1600 (10°) mm*
1200 (10°) mm*
E- constant =210 GPa
Transcribed Image Text:Use the virtual work method to determine the slope and deflection at point D of the beam shown below. 35 kN/m Hinge 150 kN D B 5 m -2.5 m -2.5 m- 1600 (10°) mm* 1200 (10°) mm* E- constant =210 GPa
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ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,