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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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 theorems and conjugate beam method.
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