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
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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
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
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

8 Other formulas that calculate the same Output

Catenary Length measured from the Low Point of the Simple Cable with a UDL
Cable Span=(Midspan Tension/Uniformly Distributed Load)*sinh(Uniformly Distributed Load*Distance from Midpoint of Cable/Midspan Tension) GO
Span of Cable when Natural frequency of each Cable is Given
Cable Span=(Fundamental Vibration Mode*pi/Natural frequency)*sqrt(Maximum Tension/[g]*Uniformly Distributed Load) GO
Span Length when Horizontal Component of Cable Tension for UDL is Given
Cable Span=sqrt(8*Sag of Cable at Midway between Supports*Midspan Tension)/Uniformly Distributed Load 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
Catenary Length when Tension at any Point of the Simple Cable with a UDL is Given
Cable Span=sqrt(((Tension at Supports^2)-(Midspan Tension^2))/(Uniformly Distributed Load^2)) GO
Span of Cable when Length of Cable for UDL on Parabolic Cable is Given
Cable Span=1.5*Length of Cable-sqrt((2.25*Length of Cable^2)-8*(Maximum Sag^2)) 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
Span of Cable when Catenary Parameter for UDL on Catenary Parabolic Cable is Given
Cable Span=2*Catenary Parameter GO

Span Length when Vertical Reaction at Supports is Given Formula

Cable Span=Vertical Reaction at Supports*2/Uniformly Distributed Load
L=V*2/q
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
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 Support ?

Structural support is a part of a building or structure providing the necessary stiffness and strength in order to resist the internal forces (vertical forces of gravity and lateral forces due to wind and earthquakes) and guide them safely to the ground.

How to Calculate Span Length when Vertical Reaction at Supports is Given?

Span Length when Vertical Reaction at Supports is Given calculator uses Cable Span=Vertical Reaction at Supports*2/Uniformly Distributed Load to calculate the Cable Span, The Span Length when Vertical Reaction at Supports is Given is defined as total vertical force acting to support the cable. . Cable Span and is denoted by L symbol.

How to calculate Span Length when Vertical Reaction at Supports is Given using this online calculator? To use this online calculator for Span Length when Vertical Reaction at Supports is Given, enter Vertical Reaction at Supports (V) and Uniformly Distributed Load (q) and hit the calculate button. Here is how the Span Length when Vertical Reaction at Supports is Given calculation can be explained with given input values -> 2 = 10000*2/10000.

FAQ

What is Span Length when Vertical Reaction at Supports is Given?
The Span Length when Vertical Reaction at Supports is Given is defined as total vertical force acting to support the cable. and is represented as L=V*2/q or Cable Span=Vertical Reaction at Supports*2/Uniformly Distributed Load. Vertical Reaction at Supports is total reaction in vertical direction 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 Span Length when Vertical Reaction at Supports is Given?
The Span Length when Vertical Reaction at Supports is Given is defined as total vertical force acting to support the cable. is calculated using Cable Span=Vertical Reaction at Supports*2/Uniformly Distributed Load. To calculate Span Length when Vertical Reaction at Supports is Given, you need Vertical Reaction at Supports (V) and Uniformly Distributed Load (q). With our tool, you need to enter the respective value for Vertical Reaction at Supports 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 Cable Span?
In this formula, Cable Span uses Vertical Reaction at Supports and Uniformly Distributed Load. We can use 8 other way(s) to calculate the same, which is/are as follows -
  • Cable Span=sqrt(8*Midspan Tension*Maximum Sag/Uniformly Distributed Load)
  • Cable Span=(sqrt((Tension at Supports^2)-(Midspan Tension^2))*2)/total uniformly distributed load
  • Cable Span=1.5*Length of Cable-sqrt((2.25*Length of Cable^2)-8*(Maximum Sag^2))
  • Cable Span=2*Catenary Parameter
  • Cable Span=(Midspan Tension/Uniformly Distributed Load)*sinh(Uniformly Distributed Load*Distance from Midpoint of Cable/Midspan Tension)
  • Cable Span=sqrt(((Tension at Supports^2)-(Midspan Tension^2))/(Uniformly Distributed Load^2))
  • Cable Span=sqrt(8*Sag of Cable at Midway between Supports*Midspan Tension)/Uniformly Distributed Load
  • Cable Span=(Fundamental Vibration Mode*pi/Natural frequency)*sqrt(Maximum Tension/[g]*Uniformly Distributed Load)
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