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 = E. Change in length of BE = F. Change in length of CF = G. Vertical deflection of point B = H. Vertical deflection of point C = Express your answers in three decimal places. N N MPa MPa mm mm mm mm

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 = E. Change in length of BE = F. Change in length of CF = G. Vertical deflection of point B = H. Vertical deflection of point C = Express your answers in three decimal places. N N MPa MPa mm mm mm mm

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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