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(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?)

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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?)
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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