*8-20. Determine the slope and the displacement at theend C of the beam. E = 200 GPa, I = 70(10°) mm“. Usethe moment-area theorems.8-21. Solve Prob. 8-20 using the conjugate-beam method.8 kN4 kNACD3 m3 m-3 m

Consider the free body diagram;

*8-20. Determine the slope and the displacement at the end C of the beam. E = 200 GPa, I = 70(10°) mm“. Use %3D the moment-area theorems. 8-21. Solve Prob. 8-20 using the conjugate-beam method. 8 kN 4 kN A |D B 3 m 3 m -3 m

*8-20. Determine the slope and the displacement at the end C of the beam. E = 200 GPa, I = 70(10°) mm“. Use %3D the moment-area theorems. 8-21. Solve Prob. 8-20 using the conjugate-beam method. 8 kN 4 kN A |D B 3 m 3 m -3 m

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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Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

*8-20. Determine the slope and the displacement at the
end C of the beam. E = 200 GPa, I = 70(10°) mm“. Use
the moment-area theorems.
8-21. Solve Prob. 8-20 using the conjugate-beam method.
8 kN
4 kN
A
C
D
3 m
3 m
-3 m

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