2.(truss) Compute displacement at Point A,whenO. No temperature change and allelements can be fitted into the system.2. Consider that element BF is 5 mmshorter than the required length.O. Following the question @, considerelements BC and CD subjected to increasedtemperature of 60°C, a=12x10-6 /°C2.(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 subjectedto increased temperature of 60°C, a=12x106/°CE=200 GPaA=1000 mm?3 m3 m3 m500 kN

Answered: Image /qna-images/answer/9fd1b65a-36ee-4410-b14c-fde685c02923.jpg

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

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

Problem 1P

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