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Determine the smallest cross-sectional area A (in2) required for the members of the truss shown below, so that the horizontal deflection at joint E due to the external loads does not exceed 3.25 (104) feet. The modulus of elasticity of the members is constant E= 1.44 (10%) k/ft². Correct Answer You Answered 4k- 8.31 14.23 12.80 6 k 5 5 ft- ft-5 ft-5 ft5 ft- Non of the answers 6.0 C 1051 6k to 6 k E B 10 ft

Determine the smallest cross-sectional area A (in2) required for the members of the truss shown below, so that the horizontal deflection at joint E due to the external loads does not exceed 3.25 (104) feet. The modulus of elasticity of the members is constant E= 1.44 (10%) k/ft². Correct Answer You Answered 4k- 8.31 14.23 12.80 6 k 5 5 ft- ft-5 ft-5 ft5 ft- Non of the answers 6.0 C 1051 6k to 6 k E B 10 ft

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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Determine the smallest cross-sectional area A (in²) required for the members of the truss shown below, so that the horizontal deflection at joint E due to the external loads does not exceed 3.25 (104) feet. The modulus of elasticity of the members is constant E= 1.44 (106) k/ft². Correct Answer You Answered 4 k- 8.31 14.23 12.80 6 k - 5 ft- 5 ft 5 ft-5 ft 5 ft- Non of the answers 6.0 C 10.51 6 k to 6 k E B 10 ft
Transcribed Image Text:Determine the smallest cross-sectional area A (in²) required for the members of the truss shown below, so that the horizontal deflection at joint E due to the external loads does not exceed 3.25 (104) feet. The modulus of elasticity of the members is constant E= 1.44 (106) k/ft². Correct Answer You Answered 4 k- 8.31 14.23 12.80 6 k - 5 ft- 5 ft 5 ft-5 ft 5 ft- Non of the answers 6.0 C 10.51 6 k to 6 k E B 10 ft
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