Sag of Cable at midway between supports when Horizontal Component of Cable Tension for 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	Supports at Same Level ↺

✖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.ⓘ Midspan Tension [H]			+10% -10%

✖Sag of Cable at Midway between Supports is vertical sag at midpoint of cable.ⓘ Sag of Cable at midway between supports when Horizontal Component of Cable Tension for UDL is Given [f]

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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

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

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

Sag of Cable at Midway between Supports=((Cable Span^2)/16)/((((2*Maximum Tension)/(Uniformly Distributed Load*Cable Span))^2)-1) 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 Horizontal Component of Cable Tension for UDL is Given Formula

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

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

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 Cables ?

Cables can be made up of mild steel and it have high strength. Structural cables are made of a series of small strands twisted or bound together to form a much larger cable. Steels cable are either spiral strands, where circulars rods are twisted together and “Glued” using a polymer.

How to Calculate Sag of Cable at midway between supports when Horizontal Component of Cable Tension for UDL is Given?

Sag of Cable at midway between supports when Horizontal Component of Cable Tension for UDL is Given calculator uses Sag of Cable at Midway between Supports=Uniformly Distributed Load*(Cable Span^2)/(8*Midspan Tension) to calculate the Sag of Cable at Midway between Supports, The Sag of Cable at midway between supports when Horizontal Component of Cable Tension for UDL is Given is defined as total deflection due to load acting over the cable profile. . Sag of Cable at Midway between Supports and is denoted by f symbol.

How to calculate Sag of Cable at midway between supports when Horizontal Component of Cable Tension for UDL is Given using this online calculator? To use this online calculator for Sag of Cable at midway between supports when Horizontal Component of Cable Tension for UDL is Given, enter Uniformly Distributed Load (q), Cable Span (L) and Midspan Tension (H) and hit the calculate button. Here is how the Sag of Cable at midway between supports when Horizontal Component of Cable Tension for UDL is Given calculation can be explained with given input values -> 12500 = 10000*(10^2)/(8*10).

FAQ

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

The Sag of Cable at midway between supports when Horizontal Component of Cable Tension for UDL is Given is defined as total deflection due to load acting over the cable profile. and is represented as f=q*(L^2)/(8*H) or Sag of Cable at Midway between Supports=Uniformly Distributed Load*(Cable Span^2)/(8*Midspan Tension). Uniformly distributed load is a force applied over an area or length, denoted by q which is force per unit length, Cable Span is total length of cable in horizontal direction and Midspan Tension is the total tension acting in cable at midpoint.

How to calculate Sag of Cable at midway between supports when Horizontal Component of Cable Tension for UDL is Given?

The Sag of Cable at midway between supports when Horizontal Component of Cable Tension for UDL is Given is defined as total deflection due to load acting over the cable profile. is calculated using Sag of Cable at Midway between Supports=Uniformly Distributed Load*(Cable Span^2)/(8*Midspan Tension). To calculate Sag of Cable at midway between supports when Horizontal Component of Cable Tension for UDL is Given, you need Uniformly Distributed Load (q), Cable Span (L) and Midspan Tension (H). With our tool, you need to enter the respective value for Uniformly Distributed Load, Cable Span and Midspan Tension 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 Uniformly Distributed Load, Cable Span and Midspan Tension. 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=((Cable Span^2)/16)/((((2*Maximum Tension)/(Uniformly Distributed Load*Cable Span))^2)-1)

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