2.(truss) Compute displacement at Point A, when ). No temperature change and all elements can be fitted into the system. Q. Consider that clement BF is 5 mm shorter than thc required length. 8. Following the question , consider elements BC and CD subjected to increased temperature of 60°C, a=12x10 C B E=200 GPa A=1000 mm? 3 m 3 m 3m 500 KN

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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2.(truss) Compute displacement at Point A,
when
O. No temperature change and all
elements can be fitted into the system.
2. Consider that element BF is 5 mm
shorter than the required length.
O. Following the question @, consider
elements BC and CD subjected to increased
temperature of 60°C, a=12x10-6 /°C
2.(truss) Compute displacement at Point A, when
). No temperature change and all elements can be fitted into the system.
2. Consider that clement BF is 5 mm shorter than the required length.
8. Following the question , consider elements BC and CD subjected
to increased temperature of 60°C, a=12x106/°C
E=200 GPa
A=1000 mm?
3 m
3 m
3 m
500 kN
Transcribed Image Text:2.(truss) Compute displacement at Point A, when O. No temperature change and all elements can be fitted into the system. 2. Consider that element BF is 5 mm shorter than the required length. O. Following the question @, consider elements BC and CD subjected to increased temperature of 60°C, a=12x10-6 /°C 2.(truss) Compute displacement at Point A, when ). No temperature change and all elements can be fitted into the system. 2. Consider that clement BF is 5 mm shorter than the required length. 8. Following the question , consider elements BC and CD subjected to increased temperature of 60°C, a=12x106/°C E=200 GPa A=1000 mm? 3 m 3 m 3 m 500 kN
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