Tension at Midspan when Tension at any Point of the Simple Cable with a UDL is Given Calculator

Category	Engineering ↺
Engineering	Civil ↺
Civil	Bridge and Suspension Cable ↺
Bridge-And-Suspension-Cable	General Relations for Suspension Cables ↺
General-Relations-For-Suspension-Cables	Catenary ↺

✖Tension at Supports is the tension due to loading on supports.ⓘ Tension at Supports [T]			+10% -10%
✖Uniformly distributed load is a force applied over an area or length, denoted by q which is force per unit length.ⓘ Uniformly Distributed Load [q]			+10% -10%
✖Cable Span is total length of cable in horizontal direction.ⓘ Cable Span [L]			+10% -10%

✖Midspan Tension is the total tension acting in cable at midpoint.ⓘ Tension at Midspan when Tension at any Point of the Simple Cable with a UDL is Given [H]

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Rithik Agrawal

National Institute of Technology Karnataka (NITK), Surathkal

Rithik Agrawal has created this Calculator and 400+ more calculators!

Chandana P Dev

NSS College of Engineering (NSSCE), Palakkad

Chandana P Dev has verified this Calculator and 400+ 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

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 Tension at Midspan for UDL on Parabolic Cable is Given

Maximum Sag=Uniformly Distributed Load*(Length of Cable^2)/(8*Midspan Tension) 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

< 4 Other formulas that calculate the same Output

Tension at Midspan when Parabolic Equation for the Cable Slope is Given

Midspan Tension=(Uniformly Distributed Load*Distance from Midpoint of Cable^2)/(2*Parabolic Equation of Cable Slope) 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

Tension at Midspan for UDL on Parabolic Cable

Midspan Tension=(Uniformly Distributed Load*(Cable Span^2))/(8*Maximum Sag) GO

Tension at Midspan when Tension at any Point of the Simple Cable with a UDL is Given Formula

Midspan Tension=sqrt((Tension at Supports^2)-((Uniformly Distributed Load*Cable Span)^2))
H=sqrt((T^2)-((q*L)^2))

More formulas

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

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

What is Parabolic Cable ?

Parabolic Cable is a cable carrying a horizontally distributed load, then cable form a parabola or is called parabolic cable. Example: The cable carrying a bridge is a parabolic cable

How to Calculate Tension at Midspan when Tension at any Point of the Simple Cable with a UDL is Given?

Tension at Midspan when Tension at any Point of the Simple Cable with a UDL is Given calculator uses Midspan Tension=sqrt((Tension at Supports^2)-((Uniformly Distributed Load*Cable Span)^2)) to calculate the Midspan Tension, The Tension at Midspan when Tension at any Point of the Simple Cable with a UDL is Given is defined as maximum horizontal tension occurring in the cable due uniform load at midpoint of cable. Midspan Tension and is denoted by H symbol.

How to calculate Tension at Midspan when Tension at any Point of the Simple Cable with a UDL is Given using this online calculator? To use this online calculator for Tension at Midspan when Tension at any Point of the Simple Cable with a UDL is Given, enter Tension at Supports (T), Uniformly Distributed Load (q) and Cable Span (L) and hit the calculate button. Here is how the Tension at Midspan when Tension at any Point of the Simple Cable with a UDL is Given calculation can be explained with given input values -> NaN = sqrt((10000^2)-((10000*10)^2)).

FAQ

What is Tension at Midspan when Tension at any Point of the Simple Cable with a UDL is Given?

The Tension at Midspan when Tension at any Point of the Simple Cable with a UDL is Given is defined as maximum horizontal tension occurring in the cable due uniform load at midpoint of cable and is represented as H=sqrt((T^2)-((q*L)^2)) or Midspan Tension=sqrt((Tension at Supports^2)-((Uniformly Distributed Load*Cable Span)^2)). Tension at Supports is the tension due to loading on supports, Uniformly distributed load is a force applied over an area or length, denoted by q which is force per unit length and Cable Span is total length of cable in horizontal direction.

How to calculate Tension at Midspan when Tension at any Point of the Simple Cable with a UDL is Given?

The Tension at Midspan when Tension at any Point of the Simple Cable with a UDL is Given is defined as maximum horizontal tension occurring in the cable due uniform load at midpoint of cable is calculated using Midspan Tension=sqrt((Tension at Supports^2)-((Uniformly Distributed Load*Cable Span)^2)). To calculate Tension at Midspan when Tension at any Point of the Simple Cable with a UDL is Given, you need Tension at Supports (T), Uniformly Distributed Load (q) and Cable Span (L). With our tool, you need to enter the respective value for Tension at Supports, Uniformly Distributed Load and Cable Span 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 Midspan Tension?

In this formula, Midspan Tension uses Tension at Supports, Uniformly Distributed Load and Cable Span. We can use 4 other way(s) to calculate the same, which is/are as follows -

Midspan Tension=(Uniformly Distributed Load*(Cable Span^2))/(8*Maximum Sag)
Midspan Tension=sqrt((Tension at Supports^2)-(((Uniformly Distributed Load*Cable Span)/2)^2))
Midspan Tension=(Uniformly Distributed Load*Distance from Midpoint of Cable^2)/(2*Parabolic Equation of Cable Slope)
Midspan Tension=Uniformly Distributed Load*(Cable Span^2)/(8*Sag of Cable at Midway between Supports)

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