Determine the vertical displacement at B (AB) and Horizontal displacement at C (Acx) by used Castigliano Dont calculate the EI Ang Aby Ang Acx = ΕΙ ΕΙ 4 m B 150 kN |-1.5m--1.5 m 20 kN/m C m- 5 m El constant E = 200 GPa 500/106) mm4

Determine the vertical displacement at B (AB) and Horizontal displacement at C (Acx) by used Castigliano Dont calculate the EI Ang Aby Ang Acx = ΕΙ ΕΙ 4 m B 150 kN |-1.5m--1.5 m 20 kN/m C m- 5 m El constant E = 200 GPa 500/106) mm4

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

Determine the vertical displacement at B (AB) and Horizontal displacement at C (Acx)
by used Castigliano
Dont calculate the EI
Ang Aby
Ang Acx =
ΕΙ
ΕΙ
4 m
B
150 kN
|-1.5m--1.5 m
m-
El
20 kN/m
C
5 m
constant
E = 200 GPa
1=500(106) mm4

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