The cantilever beam shown in the figure has varying moment ofinertia. The moment of inertia of the first 4.6 m is I = 830 x 10° mm², and for the next 3m is l, = 416 x 10“ mm4. The modulus of elasticity of the beam is 200 GPa. P= 45 kN.4.6 m3.0 m1. What is the vertical deflection at C in mm?2. What is the rotation at C in degrees?3. What is vertical deflection of B in mm?

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Answered: e cantilever beam shown in the E ertia…

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e cantilever beam shown in the E ertia of the first 4.6 m is I = 830. The modulus of elasticity of the b

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

The cantilever beam shown in the figure has varying moment of
inertia. The moment of inertia of the first 4.6 m is I = 830 x 10° mm², and for the next 3
m is l, = 416 x 10“ mm4. The modulus of elasticity of the beam is 200 GPa. P= 45 kN.
4.6 m
3.0 m
1. What is the vertical deflection at C in mm?
2. What is the rotation at C in degrees?
3. What is vertical deflection of B in mm?

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