J.) For the rigid frame shown, calculate the horizontal deflection at point C. Members have thesame moment of inertia of 1440 x 104 cm² and E is constant at 210 GPa.P = 139KN120 kN/mB120 kN/mA4mP in KN3m5mSolve using Method of Virtual Work/Unit Load Method

E=210 GPa=210 x 106 kNm2I=1440 x 104 cm4 = 0.1440 m4EI=30.24 x 106 kN.m2Angle that BC makes with…

Answered: For the rigid frame shown, calculate…

For the rigid frame shown, calculate the horizontal deflection at point C. Members have the same moment of inertia of 1440 x 10 cm² and E is constant at 210 GPa. P = 139KN

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

J.) For the rigid frame shown, calculate the horizontal deflection at point C. Members have the
same moment of inertia of 1440 x 104 cm² and E is constant at 210 GPa.
P = 139KN
120 kN/m
B
120 kN/m
A
4m
P in KN
3m
5m
Solve using Method of Virtual Work/Unit Load Method

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