UDL 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 ↺

✖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 [f]			+10% -10%
✖Cable Span is total length of cable in horizontal direction.ⓘ Cable Span [L]			+10% -10%

✖Uniformly distributed load is a force applied over an area or length, denoted by q which is force per unit length.ⓘ UDL when Horizontal Component of Cable Tension for UDL is Given [q]

⎘ Copy

👎 Report Issue!

👍 Share Now!

You are here:

Rithik Agrawal

National Institute of Technology Karnataka (NITK), Surathkal

Rithik Agrawal has created this Calculator and 300+ more calculators!

Mithila Muthamma PA

Coorg Institute of Technology (CIT), Coorg

Mithila Muthamma PA has verified this Calculator and 50+ more calculators!

< 11 Other formulas that you can solve using the same Inputs

Parabolic Equation for the Cable Slope

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

Span of Cable when Tension at Supports for UDL on Parabolic Cable is Given

Cable Span=(sqrt((Tension at Supports^2)-(Midspan Tension^2))*2)/total uniformly distributed load 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

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

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 Maximum Reactions at Supports is Given

Uniformly Distributed Load=Maximum Tension/((Cable Span/2)*sqrt(1+((Cable Span^2)/(16*Sag of Cable at Midway between Supports^2)))) GO

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 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 Horizontal Component of Cable Tension for UDL is Given Formula

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

More formulas

Horizontal Component of Cable Tension for UDL 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

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

Length of cable between Supports GO

What is Uniformly Distributed Load (UDL) ?

A Uniformly Distributed Load (UDL) is a load that is distributed or spread across the whole region of an element such as a beam or slab. In other words, the magnitude of the load remains uniform throughout the whole element.

How to Calculate UDL when Horizontal Component of Cable Tension for UDL is Given?

UDL when Horizontal Component of Cable Tension for UDL is Given calculator uses Uniformly Distributed Load=(Midspan Tension*8*Sag of Cable at Midway between Supports)/(Cable Span)^2 to calculate the Uniformly Distributed Load, The UDL when Horizontal Component of Cable Tension for UDL is Given is defined as total load acting on the cable per meter span length of cable. . Uniformly Distributed Load and is denoted by q symbol.

How to calculate UDL when Horizontal Component of Cable Tension for UDL is Given using this online calculator? To use this online calculator for UDL when Horizontal Component of Cable Tension for UDL is Given, enter Midspan Tension (H), Sag of Cable at Midway between Supports (f) and Cable Span (L) and hit the calculate button. Here is how the UDL when Horizontal Component of Cable Tension for UDL is Given calculation can be explained with given input values -> 0.008 = (10*8*10)/(10)^2.

FAQ

What is UDL when Horizontal Component of Cable Tension for UDL is Given?

The UDL when Horizontal Component of Cable Tension for UDL is Given is defined as total load acting on the cable per meter span length of cable. and is represented as q=(H*8*f)/(L)^2 or Uniformly Distributed Load=(Midspan Tension*8*Sag of Cable at Midway between Supports)/(Cable Span)^2. Midspan Tension is the total tension acting in cable at midpoint, Sag of Cable at Midway between Supports is vertical sag at midpoint of cable and Cable Span is total length of cable in horizontal direction.

How to calculate UDL when Horizontal Component of Cable Tension for UDL is Given?

The UDL when Horizontal Component of Cable Tension for UDL is Given is defined as total load acting on the cable per meter span length of cable. is calculated using Uniformly Distributed Load=(Midspan Tension*8*Sag of Cable at Midway between Supports)/(Cable Span)^2. To calculate UDL when Horizontal Component of Cable Tension for UDL is Given, you need Midspan Tension (H), Sag of Cable at Midway between Supports (f) and Cable Span (L). With our tool, you need to enter the respective value for Midspan Tension, Sag of Cable at Midway between Supports 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 Uniformly Distributed Load?

In this formula, Uniformly Distributed Load uses Midspan Tension, Sag of Cable at Midway between Supports and Cable Span. 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=2*Vertical Reaction at Supports/Cable Span
Uniformly Distributed Load=Maximum Tension/((Cable Span/2)*sqrt(1+((Cable Span^2)/(16*Sag of Cable at Midway between Supports^2))))

Facebook
Twitter
WhatsApp
Reddit
LinkedIn
E-Mail

Let Others Know

✖

Facebook

Twitter

Copied!