Determine the slope and the displacement at the end C of the beam. E = 200 GPa, I = 70(106) mm. Use the moment-area theorems. A 1 m 52 KN D -3 m B. -3 m 4 kN C

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Determine the slope and the displacement at the end C of the beam. E = 200 GPa, I = 70(106) mm4. Use the moment-area method.

Determine the slope and the displacement at the
end C of the beam. E = 200 GPa, I = 70(106) mm². Use
the moment-area theorems.
A
- 1 m
52 kN
D
-3 m
B
-3 m
4 kN
C
Transcribed Image Text:Determine the slope and the displacement at the end C of the beam. E = 200 GPa, I = 70(106) mm². Use the moment-area theorems. A - 1 m 52 kN D -3 m B -3 m 4 kN C
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