Rithik Agrawal
National Institute of Technology Karnataka (NITK), Surathkal
Rithik Agrawal has created this Calculator and 400+ more calculators!
Mridul Sharma
Indian Institute of Information Technology (IIIT), Bhopal
Mridul Sharma has verified this Calculator and 200+ more calculators!

11 Other formulas that you can solve using the same Inputs

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
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
Horizontal Component of Cable Tension for UDL
Midspan Tension=Uniformly Distributed Load*(Cable Span^2)/(8*Sag of Cable at Midway between Supports) 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 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 Midspan when Tension at any Point of the Simple Cable with a UDL is Given
Midspan Tension=sqrt((Tension at Supports^2)-((Uniformly Distributed Load*Cable Span)^2)) 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
Tension at Midspan for UDL on Parabolic Cable
Midspan Tension=(Uniformly Distributed Load*(Cable Span^2))/(8*Maximum Sag) GO
Length of Cable for UDL on Parabolic Cable is Given
Length of Cable=Cable Span+8*(Maximum Sag^2)/(3*Cable Span) GO
Maximum Sag when Length of Cable for UDL on Parabolic Cable is Given
Maximum Sag=(Length of Cable-Cable Span)*(3/8)*Cable Span GO

7 Other formulas that calculate the same Output

UDL when Parabolic Equation for the Cable Slope is Given
Uniformly Distributed Load=(Parabolic Equation of Cable Slope*2*Midspan Tension)/(Distance from Midpoint of Cable)^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 Maximum Reactions at Supports is Given Formula

Uniformly Distributed Load=Maximum Tension/((Cable Span/2)*sqrt(1+((Cable Span^2)/(16*Sag of Cable at Midway between Supports^2))))
q=T/((L/2)*sqrt(1+((L^2)/(16*f^2))))
More formulas
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
Sag of Cable at midway between supports when Maximum Reactions at Supports is Given GO
Length of cable between Supports GO

What is Cable Tension ?

Cable tension is determined by measuring the amount of force needed to make an offset in the cable between two hardened steel blocks called anvils. A riser or plunger is pressed against the cable to form the offset

How to Calculate UDL when Maximum Reactions at Supports is Given?

UDL when Maximum Reactions at Supports is Given calculator uses Uniformly Distributed Load=Maximum Tension/((Cable Span/2)*sqrt(1+((Cable Span^2)/(16*Sag of Cable at Midway between Supports^2)))) to calculate the Uniformly Distributed Load, The UDL when Maximum Reactions at Supports is Given is defined as total load acting on the cable per meter horizontal length of cable. Uniformly Distributed Load and is denoted by q symbol.

How to calculate UDL when Maximum Reactions at Supports is Given using this online calculator? To use this online calculator for UDL when Maximum Reactions at Supports is Given, enter Maximum Tension (T), Cable Span (L) and Sag of Cable at Midway between Supports (f) and hit the calculate button. Here is how the UDL when Maximum Reactions at Supports is Given calculation can be explained with given input values -> 1.940285 = 10000/((10/2)*sqrt(1+((10^2)/(16*10^2)))).

FAQ

What is UDL when Maximum Reactions at Supports is Given?
The UDL when Maximum Reactions at Supports is Given is defined as total load acting on the cable per meter horizontal length of cable and is represented as q=T/((L/2)*sqrt(1+((L^2)/(16*f^2)))) or Uniformly Distributed Load=Maximum Tension/((Cable Span/2)*sqrt(1+((Cable Span^2)/(16*Sag of Cable at Midway between Supports^2)))). Maximum Tension occurs at the supports is cum of both horizontal and vertical force, Cable Span is total length of cable in horizontal direction and Sag of Cable at Midway between Supports is vertical sag at midpoint of cable.
How to calculate UDL when Maximum Reactions at Supports is Given?
The UDL when Maximum Reactions at Supports is Given is defined as total load acting on the cable per meter horizontal length of cable is calculated using Uniformly Distributed Load=Maximum Tension/((Cable Span/2)*sqrt(1+((Cable Span^2)/(16*Sag of Cable at Midway between Supports^2)))). To calculate UDL when Maximum Reactions at Supports is Given, you need Maximum Tension (T), Cable Span (L) and Sag of Cable at Midway between Supports (f). With our tool, you need to enter the respective value for Maximum Tension, Cable Span and Sag of Cable at Midway between Supports 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 Maximum Tension, Cable Span and Sag of Cable at Midway between Supports. 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=(Parabolic Equation of Cable Slope*2*Midspan Tension)/(Distance from Midpoint of Cable)^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
Share Image
Let Others Know
Facebook
Twitter
Reddit
LinkedIn
Email
WhatsApp
Copied!