34. What is the vertical deflection at joint D for the given truss? a. 2.978 mm b. 1.978 mm c. 0.527 mm. d. 0.386 mm
34. What is the vertical deflection at joint D for the given truss? a. 2.978 mm b. 1.978 mm c. 0.527 mm. d. 0.386 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![SITUATION 10: For Items 34-36.
30 kN
34. What is the vertical deflection
at joint D for the given truss?
a. 2.978 mm
b. 1.978 mm
c. 0.527 mm
d. 0.386 mm
4m
35. What is the horizontal
deflection at joint B for the given
84 kN
4m
- 3m
truss?
a. 2.978 mm
b. 1.978 mm
c. 0.527 mm
d. 0.386 mm
EA = constant
E = 200 GPa
A = 1,200 mm2
36. What is the horizontal deflection at joint D for the given
truss?
a. 2.978 mm
b. 1.978 mm
c. 0.527 mm
d. 0.386 mm](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa443abae-1588-4a7a-9867-3a200c75ea70%2Fa8c49287-032c-473c-8f36-51934f65337b%2Fr71kqt_processed.png&w=3840&q=75)
Transcribed Image Text:SITUATION 10: For Items 34-36.
30 kN
34. What is the vertical deflection
at joint D for the given truss?
a. 2.978 mm
b. 1.978 mm
c. 0.527 mm
d. 0.386 mm
4m
35. What is the horizontal
deflection at joint B for the given
84 kN
4m
- 3m
truss?
a. 2.978 mm
b. 1.978 mm
c. 0.527 mm
d. 0.386 mm
EA = constant
E = 200 GPa
A = 1,200 mm2
36. What is the horizontal deflection at joint D for the given
truss?
a. 2.978 mm
b. 1.978 mm
c. 0.527 mm
d. 0.386 mm
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