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A bar ABC which partially carries a uniform load of W = 15 kN/m is being supported by two cables BE and CF. The segments of the bar have lengths: L1 = 1 m, L2= 2 m, and L3= 1 m. Take note the vertical cable has a length of H = 2 m Properties of cable BE: A = 20 sq.mm. E = 100 GPa Properties of cable CF: A 50 sq. mm. E = 90 GPa Determine the following: A. Tension of cable BE = B. Tension of CE = C. Stress of cable BE = D. Stress of cable CF = N N MPa MPa

A bar ABC which partially carries a uniform load of W = 15 kN/m is being supported by two cables BE and CF. The segments of the bar have lengths: L1 = 1 m, L2= 2 m, and L3= 1 m. Take note the vertical cable has a length of H = 2 m Properties of cable BE: A = 20 sq.mm. E = 100 GPa Properties of cable CF: A 50 sq. mm. E = 90 GPa Determine the following: A. Tension of cable BE = B. Tension of CE = C. Stress of cable BE = D. Stress of cable CF = N N MPa MPa

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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Properties of cable CF: A 50 sq. mm. E = 90 GPa L1 Determine the following: A. Tension of cable BE = B. Tension of CE = C. Stress of cable BE = D. Stress of cable CF = E. Change in length of BE = F. Change in length of CF = G. Vertical deflection of point B = H Vertical deflection of point C = A bar ABC which partially carries a uniform load of W = 15 kN/m is being supported by two cables BE and CF. The segments of the bar have lengths: L1 = 1 m, L2 = 2 m, and L3= 1 m. Take note the vertical cable has a length of H = 2 m Properties of cable BE: A = 20 sq.mm. E = 100 GPa N N MPa MPa mm L2 mm mm L3 mm с
Transcribed Image Text:Properties of cable CF: A 50 sq. mm. E = 90 GPa L1 Determine the following: A. Tension of cable BE = B. Tension of CE = C. Stress of cable BE = D. Stress of cable CF = E. Change in length of BE = F. Change in length of CF = G. Vertical deflection of point B = H Vertical deflection of point C = A bar ABC which partially carries a uniform load of W = 15 kN/m is being supported by two cables BE and CF. The segments of the bar have lengths: L1 = 1 m, L2 = 2 m, and L3= 1 m. Take note the vertical cable has a length of H = 2 m Properties of cable BE: A = 20 sq.mm. E = 100 GPa N N MPa MPa mm L2 mm mm L3 mm с
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