* Ignore Internal Strain Energy due to axial load and shear. A (pinned) 15 ff 2 k/ff V C (hinge) V VO 15 ft 1 1(A) = 1 20 ft -SA EI = constant E = 10,000 ksi I = 2,500 in M.M dx EI EI=Constant E = 10,000 ks: I=2,500 in 4 € (pined) On 6/9 Find Horizontal Deflection at joint 0 using virtual work
* Ignore Internal Strain Energy due to axial load and shear. A (pinned) 15 ff 2 k/ff V C (hinge) V VO 15 ft 1 1(A) = 1 20 ft -SA EI = constant E = 10,000 ksi I = 2,500 in M.M dx EI EI=Constant E = 10,000 ks: I=2,500 in 4 € (pined) On 6/9 Find Horizontal Deflection at joint 0 using virtual work
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:A Ignore Internal Strain Energy due to
axial load and shear.
V
A (pinned)
15ff
2 k/ff
V V V
C (hinge)
15 ft
NO
€ (pireed)
1(A) = St
20 ft
EI= constant
E = 10,000 ksi
I = 2,500 in
M₂M
- dx
ΕΙ
Find Horizontal Deflection
EI=Constant
E = 10,000 ks:
I=2,500 in 4
On 6/9
at joint D using victual work
0
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