Rithik Agrawal
National Institute of Technology Karnataka (NITK), Surathkal
Rithik Agrawal has created this Calculator and 300+ more calculators!
Himanshi Sharma
Bhilai Institute of Technology (BIT), Raipur
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11 Other formulas that you can solve using the same Inputs

Parabolic Equation for the Cable Slope
Parabolic Equation of Cable Slope=Uniformly Distributed Load*(Distance from Midpoint of Cable^2)/(2*Midspan Tension) GO
Modified Total End Shear for Uniform Loading
Modified Total End Shear=total uniformly distributed load*(1-(2*Depth of the Beam/span of beam))/2 GO
Tension at Supports for UDL on Parabolic Cable is Given
Tension at Supports=sqrt((Midspan Tension^2)+(Uniformly Distributed Load*Length of Cable/2)^2) GO
Tension at Midspan when Tension at Supports for UDL on Parabolic Cable is Given
Midspan Tension=sqrt((Tension at Supports^2)-(((Uniformly Distributed Load*Cable Span)/2)^2)) GO
UDL when Tension at Supports for UDL on Parabolic Cable is Given
Uniformly Distributed Load=(sqrt((Tension at Supports^2)-(Midspan Tension^2))*2)/Cable Span GO
Maximum Sag when Catenary Parameter for UDL on Catenary Parabolic Cable is Given
Maximum Sag=(-Catenary Parameter)+(Tension at Supports/Uniformly Distributed Load) GO
UDL when Catenary Parameter for UDL on Catenary Parabolic Cable is Given
Uniformly Distributed Load=Tension at Supports/(Maximum Sag+Catenary Parameter) GO
Catenary Parameter for UDL on Catenary Parabolic Cable
Catenary Parameter=(Tension at Supports/Uniformly Distributed Load)-Maximum Sag GO
Maximum Sag when Tension at Midspan for UDL on Parabolic Cable is Given
Maximum Sag=Uniformly Distributed Load*(Length of Cable^2)/(8*Midspan Tension) GO
UDL when Tension at Midspan for UDL on Parabolic Cable is Given
Uniformly Distributed Load=8*Midspan Tension*Maximum Sag/(Length of Cable^2) GO
Span of Cable when Tension at Midspan for UDL on Parabolic Cable is Given
Cable Span=sqrt(8*Midspan Tension*Maximum Sag/Uniformly Distributed Load) GO

8 Other formulas that calculate the same Output

Catenary Length measured from the Low Point of the Simple Cable with a UDL
Cable Span=(Midspan Tension/Uniformly Distributed Load)*sinh(Uniformly Distributed Load*Distance from Midpoint of Cable/Midspan Tension) GO
Span of Cable when Natural frequency of each Cable is Given
Cable Span=(Fundamental Vibration Mode*pi/Natural frequency)*sqrt(Maximum Tension/[g]*Uniformly Distributed Load) GO
Span Length when Horizontal Component of Cable Tension for UDL is Given
Cable Span=sqrt(8*Sag of Cable at Midway between Supports*Midspan Tension)/Uniformly Distributed Load GO
Catenary Length when Tension at any Point of the Simple Cable with a UDL is Given
Cable Span=sqrt(((Tension at Supports^2)-(Midspan Tension^2))/(Uniformly Distributed Load^2)) GO
Span of Cable when Length of Cable for UDL on Parabolic Cable is Given
Cable Span=1.5*Length of Cable-sqrt((2.25*Length of Cable^2)-8*(Maximum Sag^2)) GO
Span of Cable when Tension at Midspan for UDL on Parabolic Cable is Given
Cable Span=sqrt(8*Midspan Tension*Maximum Sag/Uniformly Distributed Load) GO
Span Length when Vertical Reaction at Supports is Given
Cable Span=Vertical Reaction at Supports*2/Uniformly Distributed Load GO
Span of Cable when Catenary Parameter for UDL on Catenary Parabolic Cable is Given
Cable Span=2*Catenary Parameter GO

Span of Cable when Tension at Supports for UDL on Parabolic Cable is Given Formula

Cable Span=(sqrt((Tension at Supports^2)-(Midspan Tension^2))*2)/total uniformly distributed load
L=(sqrt((T^2)-(H^2))*2)/W
More formulas
Allowable Stress for Compression Elements for Highway Bridges GO
Tension at Midspan for UDL on Parabolic Cable GO
Span of Cable when Tension at Midspan for UDL on Parabolic Cable is Given GO
Maximum Sag when Tension at Midspan for UDL on Parabolic Cable is Given GO
Tension at Supports for UDL on Parabolic Cable is Given GO
Tension at Midspan when Tension at Supports for UDL on Parabolic Cable is Given GO
UDL when Tension at Supports for UDL on Parabolic Cable is Given GO
Length of Cable for UDL on Parabolic Cable is Given GO
Span of Cable when Length of Cable for UDL on Parabolic Cable is Given GO
Maximum Sag when Length of Cable for UDL on Parabolic Cable is Given GO
Parabolic Equation for the Cable Slope GO

What is Cable Span ?

Cable Span is the aerial distance between two poles or towers, meaning the physical resistance of the jacket to support its own weight.

How to Calculate Span of Cable when Tension at Supports for UDL on Parabolic Cable is Given?

Span of Cable when Tension at Supports for UDL on Parabolic Cable is Given calculator uses Cable Span=(sqrt((Tension at Supports^2)-(Midspan Tension^2))*2)/total uniformly distributed load to calculate the Cable Span, The Span of Cable when Tension at Supports for UDL on Parabolic Cable is Given is defined as the total projected horizontal length of cable. Cable Span and is denoted by L symbol.

How to calculate Span of Cable when Tension at Supports for UDL on Parabolic Cable is Given using this online calculator? To use this online calculator for Span of Cable when Tension at Supports for UDL on Parabolic Cable is Given, enter Tension at Supports (T), Midspan Tension (H) and total uniformly distributed load (W) and hit the calculate button. Here is how the Span of Cable when Tension at Supports for UDL on Parabolic Cable is Given calculation can be explained with given input values -> 19999.99 = (sqrt((10000^2)-(10^2))*2)/1.

FAQ

What is Span of Cable when Tension at Supports for UDL on Parabolic Cable is Given?
The Span of Cable when Tension at Supports for UDL on Parabolic Cable is Given is defined as the total projected horizontal length of cable and is represented as L=(sqrt((T^2)-(H^2))*2)/W or Cable Span=(sqrt((Tension at Supports^2)-(Midspan Tension^2))*2)/total uniformly distributed load. Tension at Supports is the tension due to loading on supports, Midspan Tension is the total tension acting in cable at midpoint and total uniformly distributed load is a load that is distributed or spread across the whole region of an element such as a beam or slab.
How to calculate Span of Cable when Tension at Supports for UDL on Parabolic Cable is Given?
The Span of Cable when Tension at Supports for UDL on Parabolic Cable is Given is defined as the total projected horizontal length of cable is calculated using Cable Span=(sqrt((Tension at Supports^2)-(Midspan Tension^2))*2)/total uniformly distributed load. To calculate Span of Cable when Tension at Supports for UDL on Parabolic Cable is Given, you need Tension at Supports (T), Midspan Tension (H) and total uniformly distributed load (W). With our tool, you need to enter the respective value for Tension at Supports, Midspan Tension and total uniformly distributed load and hit the calculate button. You can also select the units (if any) for Input(s) and the Output as well.
How many ways are there to calculate Cable Span?
In this formula, Cable Span uses Tension at Supports, Midspan Tension and total uniformly distributed load. We can use 8 other way(s) to calculate the same, which is/are as follows -
  • Cable Span=sqrt(8*Midspan Tension*Maximum Sag/Uniformly Distributed Load)
  • Cable Span=1.5*Length of Cable-sqrt((2.25*Length of Cable^2)-8*(Maximum Sag^2))
  • Cable Span=2*Catenary Parameter
  • Cable Span=(Midspan Tension/Uniformly Distributed Load)*sinh(Uniformly Distributed Load*Distance from Midpoint of Cable/Midspan Tension)
  • Cable Span=sqrt(((Tension at Supports^2)-(Midspan Tension^2))/(Uniformly Distributed Load^2))
  • Cable Span=sqrt(8*Sag of Cable at Midway between Supports*Midspan Tension)/Uniformly Distributed Load
  • Cable Span=Vertical Reaction at Supports*2/Uniformly Distributed Load
  • Cable Span=(Fundamental Vibration Mode*pi/Natural frequency)*sqrt(Maximum Tension/[g]*Uniformly Distributed Load)
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