Problem Number 2: In the given flexible cable set-up carrying a uniformly distributed load spread horizontally has a magnitude of 6.5 KN/m. Fill-up the table below for the required data. Given the following materials specification, fy (cable) = 415 MPa, fe' (concrte) = 24 MPa, Yconcrete = 23.5 KN/m³. • Determine the Maximum Tension in The Cable =_ KN. mm • Given the capacity of the cable, determine it's diameter=__ • For the square post at A, what will be it's theoretical dimensions, x =__ _mm • What will be the total volume of the concrete at B to serve as dead man's load= Y= 15 meters Y₁ = 40.00 meters B X= 45.00 meter L = 450.00 meters Details at A B43619 m Y₂= 25.00 meters =0.425 T₂=TA

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Problem Number 2: In the given flexible cable set-up carrying a uniformly distributed load spread
horizontally has a magnitude of 6.5 KN/m. Fill-up the table below for the required data. Given the following
materials specification, fy (cable) = 415 MPa, fc' (concrte) = 24 MPa, Yconcrete = 23.5 KN/m³.
• Determine the Maximum Tension in The Cable =_
KN.
Given the capacity of the cable, determine it's diameter=__
_mm
_mm
For the square post at A, what will be it's theoretical dimensions, x =_
What will be the total Volume of the concrete at B to serve as dead man's load =
Y = 15 meters
Y₁ = 40.00 meters
X= 45.00 meter
L = 450.00 meters
Details at A
m
Y₂= 25.00 meters
H=0.425
T₂=TA
136190
C
Transcribed Image Text:Problem Number 2: In the given flexible cable set-up carrying a uniformly distributed load spread horizontally has a magnitude of 6.5 KN/m. Fill-up the table below for the required data. Given the following materials specification, fy (cable) = 415 MPa, fc' (concrte) = 24 MPa, Yconcrete = 23.5 KN/m³. • Determine the Maximum Tension in The Cable =_ KN. Given the capacity of the cable, determine it's diameter=__ _mm _mm For the square post at A, what will be it's theoretical dimensions, x =_ What will be the total Volume of the concrete at B to serve as dead man's load = Y = 15 meters Y₁ = 40.00 meters X= 45.00 meter L = 450.00 meters Details at A m Y₂= 25.00 meters H=0.425 T₂=TA 136190 C
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