Sag of Cable at midway between supports when Maximum Reactions at Supports 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	Supports at Same Level ↺

✖Cable Span is total length of cable in horizontal direction.ⓘ Cable Span [L]			+10% -10%
✖Maximum Tension occurs at the supports is cum of both horizontal and vertical force.ⓘ Maximum Tension [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%

✖Sag of Cable at Midway between Supports is vertical sag at midpoint of cable.ⓘ Sag of Cable at midway between supports when Maximum Reactions at Supports is Given [f]

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Rithik Agrawal

National Institute of Technology Karnataka (NITK), Surathkal

Rithik Agrawal has created this Calculator and 300+ 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

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

< 2 Other formulas that calculate the same Output

Sag of Cable at midway between supports when Horizontal Component of Cable Tension for UDL is Given

Sag of Cable at Midway between Supports=Uniformly Distributed Load*(Cable Span^2)/(8*Midspan Tension) GO

Total Sag when Catenary Parameter for UDL on Catenary Parabolic Cable is Given

Sag of Cable at Midway between Supports=Maximum Sag+Catenary Parameter GO

Sag of Cable at midway between supports when Maximum Reactions at Supports is Given Formula

Sag of Cable at Midway between Supports=((Cable Span^2)/16)/((((2*Maximum Tension)/(Uniformly Distributed Load*Cable Span))^2)-1)
f=((L^2)/16)/((((2*T)/(q*L))^2)-1)

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

UDL when Maximum Reactions at Supports is Given GO

Length of cable between Supports GO

What is Span and Sag of Cable ?

The horizontal distance between consecutive supports of an Overhead line is called span. The vertical distance between the straight line joining the points of consecutive supports and the lowest point of the conductor is called sag.

How to Calculate Sag of Cable at midway between supports when Maximum Reactions at Supports is Given?

Sag of Cable at midway between supports when Maximum Reactions at Supports is Given calculator uses Sag of Cable at Midway between Supports=((Cable Span^2)/16)/((((2*Maximum Tension)/(Uniformly Distributed Load*Cable Span))^2)-1) to calculate the Sag of Cable at Midway between Supports, The Sag of Cable at midway between supports when Maximum Reactions at Supports is Given is defined as total vertical deflection from chord of parabola. Sag of Cable at Midway between Supports and is denoted by f symbol.

How to calculate Sag of Cable at midway between supports when Maximum Reactions at Supports is Given using this online calculator? To use this online calculator for Sag of Cable at midway between supports when Maximum Reactions at Supports is Given, enter Cable Span (L), Maximum Tension (T) and Uniformly Distributed Load (q) and hit the calculate button. Here is how the Sag of Cable at midway between supports when Maximum Reactions at Supports is Given calculation can be explained with given input values -> -6.510417 = ((10^2)/16)/((((2*10000)/(10000*10))^2)-1).

FAQ

What is Sag of Cable at midway between supports when Maximum Reactions at Supports is Given?

The Sag of Cable at midway between supports when Maximum Reactions at Supports is Given is defined as total vertical deflection from chord of parabola and is represented as f=((L^2)/16)/((((2*T)/(q*L))^2)-1) or Sag of Cable at Midway between Supports=((Cable Span^2)/16)/((((2*Maximum Tension)/(Uniformly Distributed Load*Cable Span))^2)-1). Cable Span is total length of cable in horizontal direction, Maximum Tension occurs at the supports is cum of both horizontal and vertical force 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 Sag of Cable at midway between supports when Maximum Reactions at Supports is Given?

The Sag of Cable at midway between supports when Maximum Reactions at Supports is Given is defined as total vertical deflection from chord of parabola is calculated using Sag of Cable at Midway between Supports=((Cable Span^2)/16)/((((2*Maximum Tension)/(Uniformly Distributed Load*Cable Span))^2)-1). To calculate Sag of Cable at midway between supports when Maximum Reactions at Supports is Given, you need Cable Span (L), Maximum Tension (T) and Uniformly Distributed Load (q). With our tool, you need to enter the respective value for Cable Span, Maximum Tension 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 Sag of Cable at Midway between Supports?

In this formula, Sag of Cable at Midway between Supports uses Cable Span, Maximum Tension and Uniformly Distributed Load. We can use 2 other way(s) to calculate the same, which is/are as follows -

Sag of Cable at Midway between Supports=Maximum Sag+Catenary Parameter
Sag of Cable at Midway between Supports=Uniformly Distributed Load*(Cable Span^2)/(8*Midspan Tension)

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