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Arigid bar ABCD is being supported by a hinge atA and two cable CE and DE. Ameasuring gauge determined that the vertical deflection at the free end of the bar is 4.7 mm. Consider these values: H= 1 m, L1 = 1 m, L2 = 2 m, L3 = 1 m. AREA E CABLE (sq.mm.) (GPa) CE 71 83 DE 72 62 A. Determine the load W that caused the deformation. (kN/m) B. Determine the stress of cablo 09. (MPa)cable CE B. Determine the stress of cablo CD. (MPa)cable DE

Arigid bar ABCD is being supported by a hinge atA and two cable CE and DE. Ameasuring gauge determined that the vertical deflection at the free end of the bar is 4.7 mm. Consider these values: H= 1 m, L1 = 1 m, L2 = 2 m, L3 = 1 m. AREA E CABLE (sq.mm.) (GPa) CE 71 83 DE 72 62 A. Determine the load W that caused the deformation. (kN/m) B. Determine the stress of cablo 09. (MPa)cable CE B. Determine the stress of cablo CD. (MPa)cable DE

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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Arigid bar ABCD is being supported by a hinge atA and two cable CE and DE. Ameasuring gauge determined that the vertical deflection at the free end of the bar is 4.7 mm. Consider these values: H= 1 m, L1 = 1 m, L2 = 2 m, L3 = 1 m. AREA E CABLE (sq.mm.) (GPa) CE 71 83 DE 72 62 A. Determine the load W that caused the deformation. (kN/m) B. Determine the stress of cablo 09. (MPa)cable CE B. Determine the stress of cablo CD. (MPa)cable DE
Transcribed Image Text:Arigid bar ABCD is being supported by a hinge atA and two cable CE and DE. Ameasuring gauge determined that the vertical deflection at the free end of the bar is 4.7 mm. Consider these values: H= 1 m, L1 = 1 m, L2 = 2 m, L3 = 1 m. AREA E CABLE (sq.mm.) (GPa) CE 71 83 DE 72 62 A. Determine the load W that caused the deformation. (kN/m) B. Determine the stress of cablo 09. (MPa)cable CE B. Determine the stress of cablo CD. (MPa)cable DE
E H w B L1 L2 L3
Transcribed Image Text:E H w B L1 L2 L3
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