40 k 40k 12 ft 37.5 48 5 ft- I ft- EA = constant E = 10,000 ksi A = 6 in. 30 90 (a) (b) Real System -F Forces 1k 1.25 (c) Virtual System-F, Forces FIG. 7.5 625 3.75 97.5 3.25

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Determine the horizontal deflection at joint C of the truss shown in Fig. 7.5(a) by the virtual work method

40 k
40k
12 ft
37.5
48
5 ft-
I ft-
EA = constant
E = 10,000 ksi
A = 6 in.
30
90
(a)
(b) Real System -F Forces
1k
1.25
(c) Virtual System-F, Forces
FIG. 7.5
625
3.75
97.5
3.25
Transcribed Image Text:40 k 40k 12 ft 37.5 48 5 ft- I ft- EA = constant E = 10,000 ksi A = 6 in. 30 90 (a) (b) Real System -F Forces 1k 1.25 (c) Virtual System-F, Forces FIG. 7.5 625 3.75 97.5 3.25
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