Rithik Agrawal
National Institute of Technology Karnataka (NITK), Surathkal
Rithik Agrawal has created this Calculator and 300+ more calculators!
M Naveen
National Institute of Technology (NIT), Warangal
M Naveen has verified this Calculator and 100+ more calculators!

11 Other formulas that you can solve using the same Inputs

Maximum and Center Deflection of Simply Supported Beam carrying UDL over its entire Length
Deflection=(5*Uniformly Distributed Load*(Length^4))/(384*Modulus Of Elasticity*Area Moment of Inertia) GO
Condition for Maximum Moment in Interior Spans of Beams
Point of Maximum Moment=(Length/2)-(Maximum Bending Moment/(Uniformly Distributed Load*1000*Length)) 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
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
Tension at Midspan for UDL on Parabolic Cable
Midspan Tension=(Uniformly Distributed Load*(Cable Span^2))/(8*Maximum Sag) 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
Fixed End Moment of a Fixed Beam having UDL over its entire Length
Fixed End Moment =(Uniformly Distributed Load*(Length^2))/12 GO
Bending Moment of a Cantilever Subject to UDL Over its Entire Span
Bending Moment =(-Uniformly Distributed Load*Length^2)/2 GO
Bending Moment of Simply Supported Beams with Uniformly Distributed Load
Bending Moment =(Uniformly Distributed Load*Length^2)/8 GO

2 Other formulas that calculate the same Output

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 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 Supports when Catenary Parameter for UDL on Catenary Parabolic Cable is Given Formula

Tension at Supports=(Maximum Sag+Catenary Parameter)*Uniformly Distributed Load
T=(d+c)*q
More formulas
Catenary Parameter for UDL on Catenary Parabolic Cable GO
Maximum Sag when Catenary Parameter for UDL on Catenary Parabolic Cable is Given GO
UDL when Catenary Parameter for UDL on Catenary Parabolic Cable is Given GO
Total Sag when Catenary Parameter for UDL on Catenary Parabolic Cable is Given GO
Span of Cable when Catenary Parameter for UDL on Catenary Parabolic Cable is Given GO

What is Tension in Cable ?

The pulling force that acts along a stretched flexible connector, such as a rope or cable, is called tension, T. When a rope supports the weight of an object that is at rest, the tension in the rope is equal to the weight of the object: T = mg.

How to Calculate Tension at Supports when Catenary Parameter for UDL on Catenary Parabolic Cable is Given?

Tension at Supports when Catenary Parameter for UDL on Catenary Parabolic Cable is Given calculator uses Tension at Supports=(Maximum Sag+Catenary Parameter)*Uniformly Distributed Load to calculate the Tension at Supports, The Tension at Supports when Catenary Parameter for UDL on Catenary Parabolic Cable is Given is defined as total force acting on the supports in both horizontal and vertical direction. Tension at Supports and is denoted by T symbol.

How to calculate Tension at Supports when Catenary Parameter for UDL on Catenary Parabolic Cable is Given using this online calculator? To use this online calculator for Tension at Supports when Catenary Parameter for UDL on Catenary Parabolic Cable is Given, enter Maximum Sag (d), Catenary Parameter (c) and Uniformly Distributed Load (q) and hit the calculate button. Here is how the Tension at Supports when Catenary Parameter for UDL on Catenary Parabolic Cable is Given calculation can be explained with given input values -> 200 = (10+10)*10000.

FAQ

What is Tension at Supports when Catenary Parameter for UDL on Catenary Parabolic Cable is Given?
The Tension at Supports when Catenary Parameter for UDL on Catenary Parabolic Cable is Given is defined as total force acting on the supports in both horizontal and vertical direction and is represented as T=(d+c)*q or Tension at Supports=(Maximum Sag+Catenary Parameter)*Uniformly Distributed Load. Maximum Sag is defined as maximum catenary formed in cable, Catenary Parameter is factor found when load in increased due to self weight and Uniformly distributed load is a force applied over an area or length, denoted by q which is force per unit length.
How to calculate Tension at Supports when Catenary Parameter for UDL on Catenary Parabolic Cable is Given?
The Tension at Supports when Catenary Parameter for UDL on Catenary Parabolic Cable is Given is defined as total force acting on the supports in both horizontal and vertical direction is calculated using Tension at Supports=(Maximum Sag+Catenary Parameter)*Uniformly Distributed Load. To calculate Tension at Supports when Catenary Parameter for UDL on Catenary Parabolic Cable is Given, you need Maximum Sag (d), Catenary Parameter (c) and Uniformly Distributed Load (q). With our tool, you need to enter the respective value for Maximum Sag, Catenary Parameter and 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 Tension at Supports?
In this formula, Tension at Supports uses Maximum Sag, Catenary Parameter and Uniformly Distributed Load. We can use 2 other way(s) to calculate the same, which is/are as follows -
  • Tension at Supports=sqrt((Midspan Tension^2)+(Uniformly Distributed Load*Length of Cable/2)^2)
  • Tension at Supports=sqrt((Midspan Tension^2)+(Uniformly Distributed Load*Cable Span)^2)
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