Problem 1 (.:..D. For the given truss below,answer the questions. A = 1.5 in? and E = 29,000 ksi2 k2 k2 kDE,Ffor all members:Sthe virtual loaunee6 ftcalcupBmahertical disnenament of8 ft8 ftAmsng a unTZ OMULmer odShow the virtual load on the answer sheet to calculate the vertical displacement of joint E (Ag)using Castigliano's theorem (mark the magnitude of the load).(d)| Determine the vertical displacement of joint E (Ag) using Castigliano's theorem.

Answered: Image /qna-images/answer/382fdfbb-91b6-47e5-85a3-0838dfe5a319.jpg

Problem 1 (4:- O. For the given truss below, |2 k |2 k |2 k answer the questions. A = 1.5 in² and E = 29,000 ksi D E, F for all members: (a) calcur Sthe virtual foà nee 6 ft B magn the A hertical disnbnament of 8 ft 8 ft Show the virtual load on the answer sheet to calculate the vertical displacement of joint E (Ag) using Castigliano’s theorem (mark the magnitude of the load). | Determine the vertical displacement of joint E (Ag) using Castigliano's theorem.

Problem 1 (4:- O. For the given truss below, |2 k |2 k |2 k answer the questions. A = 1.5 in² and E = 29,000 ksi D E, F for all members: (a) calcur Sthe virtual foà nee 6 ft B magn the A hertical disnbnament of 8 ft 8 ft Show the virtual load on the answer sheet to calculate the vertical displacement of joint E (Ag) using Castigliano’s theorem (mark the magnitude of the load). | Determine the vertical displacement of joint E (Ag) using Castigliano's theorem.

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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