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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:Problem 1 (.:..D. For the given truss below,
answer the questions. A = 1.5 in? and E = 29,000 ksi
2 k
2 k
2 k
D
E,
F
for all members:
Sthe virtual loau
nee
6 ft
calcup
B
ma
hertical disnenament of
8 ft
8 ft
Amsng a unTZ OMULmer od
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).
(d)
| Determine the vertical displacement of joint E (Ag) using Castigliano's theorem.
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