(1500 mm2) 75 kN 4 m (1500 (1500 ) mm²) mm² 150 kN D E 4 m (1500 mm2) (1500 mm2) B -2m -2 m E = 200 GPa FIG. P7.9 (2500 mm2) (1500 mm2) (2500 mm2) (1500 mm?) (1500 mm2) (1500 mm2) (2500 mm2) (2500 mm?)
(1500 mm2) 75 kN 4 m (1500 (1500 ) mm²) mm² 150 kN D E 4 m (1500 mm2) (1500 mm2) B -2m -2 m E = 200 GPa FIG. P7.9 (2500 mm2) (1500 mm2) (2500 mm2) (1500 mm?) (1500 mm2) (1500 mm2) (2500 mm2) (2500 mm?)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Use the virtual work method to determine the horizontal deflection at joint H of the truss shown in Fig. P7.9.
![(1500 mm2)
75 kN
4 m
(1500
(1500
)
mm²)
mm²
150 kN
D
E
4 m
(1500
mm2)
(1500
mm2)
B
-2m -2 m
E = 200 GPa
FIG. P7.9
(2500 mm2)
(1500 mm2)
(2500 mm2)
(1500 mm?)
(1500 mm2)
(1500 mm2)
(2500 mm2)
(2500 mm?)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd8ae405c-899a-40a9-92f0-8ab66da2168d%2F31ff5800-689f-45f4-997e-c5e44ed893ff%2Fhkhuob_processed.jpeg&w=3840&q=75)
Transcribed Image Text:(1500 mm2)
75 kN
4 m
(1500
(1500
)
mm²)
mm²
150 kN
D
E
4 m
(1500
mm2)
(1500
mm2)
B
-2m -2 m
E = 200 GPa
FIG. P7.9
(2500 mm2)
(1500 mm2)
(2500 mm2)
(1500 mm?)
(1500 mm2)
(1500 mm2)
(2500 mm2)
(2500 mm?)
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