75 kN 100 kN (3000 mm2) (3000 mm2) (3000 mm2) (2000 mm2) (3000 mm2) (2000 mm2) mm2) 9 m (2000 mm2) (2000 (3000 mm2)B(3000 mm?) C(3000 mm²)D(3000 mm2) mm2)
75 kN 100 kN (3000 mm2) (3000 mm2) (3000 mm2) (2000 mm2) (3000 mm2) (2000 mm2) mm2) 9 m (2000 mm2) (2000 (3000 mm2)B(3000 mm?) C(3000 mm²)D(3000 mm2) mm2)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Use the virtual work method to determine the vertical deflection at joint C of the truss shown below.
Transcribed Image Text:75 kN
100 kN
(3000 mm2)
(3000 mm2) (3000 mm2)
(2000
mm2)
(3000 mm2)
(2000 mm2)
mm2)
9 m
(2000 mm2)
(2000
(3000 mm2)B(3000 mm²) C(3000 mm2)D(3000 mm2)
4 at 6 m 24 m
%3D
E = 200 GPa
mm2)
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