7.6 and 7.7 Use the virtual work method to determine the vertical deflection at joint C of the truss shown in Figs. P7.6 and P7.7. 15 ft (3 in.²) D (4 in.²) (3 in.²) (4 in.²) 20 ft- (3 in.²) E B 25 k E = 29,000 ksi (4 in.²) (4 in.²) 20 ft- C 25 k
7.6 and 7.7 Use the virtual work method to determine the vertical deflection at joint C of the truss shown in Figs. P7.6 and P7.7. 15 ft (3 in.²) D (4 in.²) (3 in.²) (4 in.²) 20 ft- (3 in.²) E B 25 k E = 29,000 ksi (4 in.²) (4 in.²) 20 ft- C 25 k
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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