Answered: 3 k/ft A IC В -12 ft- -12 ft- Prob.…

Engineering

Civil Engineering

3 k/ft A IC В -12 ft- -12 ft- Prob. 10–6

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

Determine the reactions at the supports, then draw the moment diagram. Assume B and C are rollers and A is pinned. The support at B settles downward 0.25 ft. Take E = 29(10³) ksi, I = 500 in⁴.

3 k/ft
A
IC
В
-12 ft-
-12 ft-
Prob. 10–6

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Step 1 Draw the beam figure using the principle of superposition:

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Step 2 Calculate the flexible coefficient:

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Step 3 By applying equilibrium equations:

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Step 4 Draw the shear force and bending moment diagrams for the beam:

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