From the given frame shown it is supported by a hinged at A and a roller at C. It carries a horizontal uniformload of 1.9 kN/m acting on member AB. Compute the horizontal displacement of C in millimeters assumingE 200 GPa andI 2500 x 106 mm*.BC1.9 kN/m4.3 mA5.2 m

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a horizonta given frame shown it is supported by a hinged at A and a roller at C. ad of 1.9 kN/m acting on member AB. Compute the horizontal displacement of C in millimeters assuming = 200 GPa and I = 2500 x 10€ mm*. B C 1.9 kN/m 4.3 m A 5.2 m

a horizonta given frame shown it is supported by a hinged at A and a roller at C. ad of 1.9 kN/m acting on member AB. Compute the horizontal displacement of C in millimeters assuming = 200 GPa and I = 2500 x 10€ mm*. B C 1.9 kN/m 4.3 m A 5.2 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

Design of structures using FEA

An arrangement, in which various members are interconnected with their constrained relative motion, the whole arrangement is then known as a structure. The degree of freedom of such a structure is zero. In such a structure, the load can act throughout the length of the structure or at the joints.

Question

From the given frame shown it is supported by a hinged at A and a roller at C. It carries a horizontal uniform
load of 1.9 kN/m acting on member AB. Compute the horizontal displacement of C in millimeters assuming
E 200 GPa andI 2500 x 106 mm*.
B
C
1.9 kN/m
4.3 m
A
5.2 m

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