BUT NOT LTED TO CHEGG, CORSEHERO, SKO TEYZ, TUTORME, VARSY TUTORS. yZANT, ETC H NOT FOR REUPLO DING ON ANY TU SITE SUCH DISTRIBU N PART IS PROHIẾTED L1 L2 L3 ABC which partially carries a uniform load of W = 5 kN/m is being supported by two cables CE and DF. segments of the bar have lengths: L1 = 1 m L2 = 2 m L3 = 2 m. note the vertical cable has a length of H = 1 m. erties of cable BE: 28 sq. mm. 138 GPa erties of cable CF: O sg. mm. 163 GPa rmine the following: ension of cable BE = ension of cable CF = N ertical displacement of point C = mm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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QUESTION 1
NOT FOR REUPLO DING ON ANY TUtASITE SUCH
S BUT NOT LTED TO: CHEGG, cURSEHERO,
SKO UTOREYZ TUTORME, VARSY TUTORS,
ZANT, ETC.
AN PARTIS PROHIBTED
A
DISTRIBU
L1
L2
L3
A bar ABC which partially carries a uniform load of W = 5 kN/m is being supported by two cables CE and DF.
The segments of the bar have lengths:
L1 = 1 m
L2 = 2 m
L3 = 2 m.
Take note the vertical cable has a length of H = 1 m.
Properties of cable BE:
A= 28 sg. mm.
E = 138 GPa
Properties of cable CF:
A = 10 sq. mm.
E = 163 GPa
Determine the following:
A. Tension of cable BE =
N
B. Tension of cable CF =
C. Vertical displacement of point C =
mm
Transcribed Image Text:QUESTION 1 NOT FOR REUPLO DING ON ANY TUtASITE SUCH S BUT NOT LTED TO: CHEGG, cURSEHERO, SKO UTOREYZ TUTORME, VARSY TUTORS, ZANT, ETC. AN PARTIS PROHIBTED A DISTRIBU L1 L2 L3 A bar ABC which partially carries a uniform load of W = 5 kN/m is being supported by two cables CE and DF. The segments of the bar have lengths: L1 = 1 m L2 = 2 m L3 = 2 m. Take note the vertical cable has a length of H = 1 m. Properties of cable BE: A= 28 sg. mm. E = 138 GPa Properties of cable CF: A = 10 sq. mm. E = 163 GPa Determine the following: A. Tension of cable BE = N B. Tension of cable CF = C. Vertical displacement of point C = mm
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