5.650KN/m 4.00 m 3.50 Cable Diameter = mm 18.00 Allowable Stress in Cable = 1750 MPa 9.00 m 215.0 m 3.SUm A-0.425 T2=TA 9.00 m DETAILS @ A Detalls at A

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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W =
5.650KN/m
4.00 m
3.50 m
Cable Diameter =
mm
18.00
Allowable Stress in Cable = 1750 MPa
9.00 m
215.0
3.50m
A =0.425
=TA
T2= TA
II
9.00 m
DETAILS @ A
Detalls at A
Transcribed Image Text:W = 5.650KN/m 4.00 m 3.50 m Cable Diameter = mm 18.00 Allowable Stress in Cable = 1750 MPa 9.00 m 215.0 3.50m A =0.425 =TA T2= TA II 9.00 m DETAILS @ A Detalls at A
4. In the 215.0 meter span cable and a horizontal load of 5.650 KN/m horizontal load, find the location of point C from
) the lowest point in the cable system. Then Determine the maximum tension on
point A =
the cable, Tmax
m (
KN (
and the diameter of the cable , Cable Diameter =
\ if the maximum allowable stress is 1,750 MPa for the cable. Find also the value of T, =
mm (
KN
I given the specifics at the figure below which is the pulley at A, Then determine the volume of concrete
of the dead man's load at point D of the figure if the unit weight of concrete is 24
%3D
%3D
Vconcrete
_m³
KN/m³.
Transcribed Image Text:4. In the 215.0 meter span cable and a horizontal load of 5.650 KN/m horizontal load, find the location of point C from ) the lowest point in the cable system. Then Determine the maximum tension on point A = the cable, Tmax m ( KN ( and the diameter of the cable , Cable Diameter = \ if the maximum allowable stress is 1,750 MPa for the cable. Find also the value of T, = mm ( KN I given the specifics at the figure below which is the pulley at A, Then determine the volume of concrete of the dead man's load at point D of the figure if the unit weight of concrete is 24 %3D %3D Vconcrete _m³ KN/m³.
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