`D (4 in.?) E (4 in.2) 15 ft (3 in.2) (4 in.2) (4 in.?) B 25 k 25 k 20 ft 20 ft E = 29,000 ksi (3 in.2) (3 in.²)
`D (4 in.?) E (4 in.2) 15 ft (3 in.2) (4 in.2) (4 in.?) B 25 k 25 k 20 ft 20 ft E = 29,000 ksi (3 in.2) (3 in.²)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Using a method of your choice, calculate the vertical deflection of point C in the truss shown. The cross-sectional areas of each member are shown in parenthesis in the figure.
Transcribed Image Text:`D
(4 in.2)
E
(4 in.2)
15 ft
(3 in.2)
(4 in.2)
(4 in.?)
B
25 k
25 k
- 20 ft
- 20 ft
E = 29,000 ksi
(3 in.2)
(3 in.2)
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