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1. Determine the reactions and the force in each member of the truss shown in Fig. below by the method of consistent deformations. -3 panels at 4 m= 12 m- A (38 cm²) B (38 cm²) C (38 cm²) D (38 cm) 20 KN (25 cm) 90 KN (25 cm (38 cm²) F E=2× 10 MPa (38 cm²) 3m

1. Determine the reactions and the force in each member of the truss shown in Fig. below by the method of consistent deformations. -3 panels at 4 m= 12 m- A (38 cm²) B (38 cm²) C (38 cm²) D (38 cm) 20 KN (25 cm) 90 KN (25 cm (38 cm²) F E=2× 10 MPa (38 cm²) 3m

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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1. Determine the reactions and the force in each member of the truss shown in Fig. below by the method of consistent deformations. -3 panels at 4 m= 12 m- (38 cm) B (38 cm²) c (38 cm) 20 KN (25 cm) 90 KN (25 cm (38 cm²) D (38 cm²) F E=2x 10 MPa (38 cm²) 3m
Transcribed Image Text:1. Determine the reactions and the force in each member of the truss shown in Fig. below by the method of consistent deformations. -3 panels at 4 m= 12 m- (38 cm) B (38 cm²) c (38 cm) 20 KN (25 cm) 90 KN (25 cm (38 cm²) D (38 cm²) F E=2x 10 MPa (38 cm²) 3m
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