4. Draw the shear and moment diagram for the beam shown below by choosing the reaction at the interior support to be the redundant. Use consistent deformation method. 3 k/ft B 25 ft 15 ft 21 E = 29,000 ksi I = 2,500 in.

4. Draw the shear and moment diagram for the beam shown below by choosing the reaction at the interior support to be the redundant. Use consistent deformation method. 3 k/ft B 25 ft 15 ft 21 E = 29,000 ksi I = 2,500 in.

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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Question

4.
Draw the shear and moment diagram for the beam shown below by choosing the
reaction at the interior support to be the redundant. Use consistent deformation method.
3 k/ft
B
25 ft
15 ft
21
E = 29,000 ksi
I = 2,500 in.

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