5 decimal palces, answer E onwards

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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5 decimal palces, answer E onwards

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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