Rithik Agrawal
National Institute of Technology Karnataka (NITK), Surathkal
Rithik Agrawal has created this Calculator and 400+ more calculators!
M Naveen
National Institute of Technology (NIT), Warangal
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11 Other formulas that you can solve using the same Inputs

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
Parabolic Equation for the Cable Slope
Parabolic Equation of Cable Slope=Uniformly Distributed Load*(Distance from Midpoint of Cable^2)/(2*Midspan Tension) GO
Span of Cable when Tension at Supports for UDL on Parabolic Cable is Given
Cable Span=(sqrt((Tension at Supports^2)-(Midspan Tension^2))*2)/total uniformly distributed load 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
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
UDL when Tension at any Point of the Simple Cable with a UDL is Given
Uniformly Distributed Load=sqrt(((Tension at Supports^2)-(Midspan Tension^2))/(Cable Span^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
Tension at any Point when Catenary Length of the Simple Cable with a UDL is Given
Tension at Supports=sqrt((Midspan Tension^2)+(Uniformly Distributed Load*Cable Span)^2) 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

7 Other formulas that calculate the same Output

UDL when Maximum Reactions at Supports is Given
Uniformly Distributed Load=Maximum Tension/((Cable Span/2)*sqrt(1+((Cable Span^2)/(16*Sag of Cable at Midway between Supports^2)))) GO
UDL when Horizontal Component of Cable Tension for UDL is Given
Uniformly Distributed Load=(Midspan Tension*8*Sag of Cable at Midway between Supports)/(Cable Span)^2 GO
UDL when Tension at any Point of the Simple Cable with a UDL is Given
Uniformly Distributed Load=sqrt(((Tension at Supports^2)-(Midspan Tension^2))/(Cable Span^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
UDL when Catenary Parameter for UDL on Catenary Parabolic Cable is Given
Uniformly Distributed Load=Tension at Supports/(Maximum Sag+Catenary Parameter) 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
UDL when Vertical Reaction at Supports is Given
Uniformly Distributed Load=2*Vertical Reaction at Supports/Cable Span GO

UDL when Parabolic Equation for the Cable Slope is Given Formula

Uniformly Distributed Load=(Parabolic Equation of Cable Slope*2*Midspan Tension)/(Distance from Midpoint of Cable)^2
q=(y*2*H)/(x)^2
More formulas
UDL when Tension at Midspan for UDL on Parabolic Cable is Given GO
Catenary Length measured from the Low Point of the Simple Cable with a UDL GO
Tension at any Point when Catenary Length of the Simple Cable with a UDL is Given GO
Tension at Midspan when Tension at any Point of the Simple Cable with a UDL is Given GO
UDL when Tension at any Point of the Simple Cable with a UDL is Given GO
Catenary Length when Tension at any Point of the Simple Cable with a UDL is Given GO
Tension at Midspan when Parabolic Equation for the Cable Slope is Given GO
Horizontal Component of Cable Tension for UDL GO
UDL when Horizontal Component of Cable Tension for UDL is Given GO
Span Length when Horizontal Component of Cable Tension for UDL is Given GO
Sag of Cable at midway between supports when Horizontal Component of Cable Tension for UDL is Given GO
Vertical Reaction at Supports GO
UDL when Vertical Reaction at Supports is Given GO
Span Length when Vertical Reaction at Supports is Given GO
Maximum Reactions at Supports GO
UDL when Maximum Reactions at Supports is Given GO
Sag of Cable at midway between supports when Maximum Reactions at Supports is Given GO
Length of cable between Supports GO

What is Uniformly Distributed Load (UDL) ?

A uniformly distributed load (UDL) is a load that is distributed or spread across the whole region of an element such as a beam or slab. In other words, the magnitude of the load remains uniform throughout the whole element.

How to Calculate UDL when Parabolic Equation for the Cable Slope is Given?

UDL when Parabolic Equation for the Cable Slope is Given calculator uses Uniformly Distributed Load=(Parabolic Equation of Cable Slope*2*Midspan Tension)/(Distance from Midpoint of Cable)^2 to calculate the Uniformly Distributed Load, The UDL when Parabolic Equation for the Cable Slope is Given is defined as total load acting on the cable per meter span length of cable. Uniformly Distributed Load and is denoted by q symbol.

How to calculate UDL when Parabolic Equation for the Cable Slope is Given using this online calculator? To use this online calculator for UDL when Parabolic Equation for the Cable Slope is Given, enter Parabolic Equation of Cable Slope (y), Midspan Tension (H) and Distance from Midpoint of Cable (x) and hit the calculate button. Here is how the UDL when Parabolic Equation for the Cable Slope is Given calculation can be explained with given input values -> 0.0002 = (1*2*10)/(10)^2.

FAQ

What is UDL when Parabolic Equation for the Cable Slope is Given?
The UDL when Parabolic Equation for the Cable Slope is Given is defined as total load acting on the cable per meter span length of cable and is represented as q=(y*2*H)/(x)^2 or Uniformly Distributed Load=(Parabolic Equation of Cable Slope*2*Midspan Tension)/(Distance from Midpoint of Cable)^2. Parabolic Equation of Cable Slope is general form representation of simple loaded cable, Midspan Tension is the total tension acting in cable at midpoint and Distance from Midpoint of Cable is horizontal distance where vertical length is to be calculated.
How to calculate UDL when Parabolic Equation for the Cable Slope is Given?
The UDL when Parabolic Equation for the Cable Slope is Given is defined as total load acting on the cable per meter span length of cable is calculated using Uniformly Distributed Load=(Parabolic Equation of Cable Slope*2*Midspan Tension)/(Distance from Midpoint of Cable)^2. To calculate UDL when Parabolic Equation for the Cable Slope is Given, you need Parabolic Equation of Cable Slope (y), Midspan Tension (H) and Distance from Midpoint of Cable (x). With our tool, you need to enter the respective value for Parabolic Equation of Cable Slope, Midspan Tension and Distance from Midpoint of Cable 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 Uniformly Distributed Load?
In this formula, Uniformly Distributed Load uses Parabolic Equation of Cable Slope, Midspan Tension and Distance from Midpoint of Cable. We can use 7 other way(s) to calculate the same, which is/are as follows -
  • Uniformly Distributed Load=8*Midspan Tension*Maximum Sag/(Length of Cable^2)
  • Uniformly Distributed Load=(sqrt((Tension at Supports^2)-(Midspan Tension^2))*2)/Cable Span
  • Uniformly Distributed Load=Tension at Supports/(Maximum Sag+Catenary Parameter)
  • Uniformly Distributed Load=sqrt(((Tension at Supports^2)-(Midspan Tension^2))/(Cable Span^2))
  • Uniformly Distributed Load=(Midspan Tension*8*Sag of Cable at Midway between Supports)/(Cable Span)^2
  • Uniformly Distributed Load=2*Vertical Reaction at Supports/Cable Span
  • Uniformly Distributed Load=Maximum Tension/((Cable Span/2)*sqrt(1+((Cable Span^2)/(16*Sag of Cable at Midway between Supports^2))))
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