M Naveen
National Institute of Technology (NIT), Warangal
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Mridul Sharma
Indian Institute of Information Technology (IIIT), Bhopal
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11 Other formulas that you can solve using the same Inputs

Maximum Stress For Short Beams
Maximum stress at crack tip=(Axial Load/Cross sectional area)+((Maximum Bending Moment*Distance from the Neutral axis)/Moment of Inertia) GO
Axial Load when Maximum Stress For Short Beams is Given
Axial Load=Cross sectional area*(Maximum stress at crack tip-(Maximum Bending Moment*Distance from the Neutral axis/Moment of Inertia)) GO
Impulsive Torque
Impulsive Torque=(Moment of Inertia*(Final Angular Velocity-Angular velocity))/Time Taken to Travel GO
Strain Energy if moment value is given
Strain Energy=(Bending moment*Bending moment*Length)/(2*Elastic Modulus*Moment of Inertia) GO
Center of Gravity
Centre of gravity=Moment of Inertia/(Volume*(Centre of Buoyancy+Metacenter)) GO
Center of Buoyancy
Centre of Buoyancy=Moment of Inertia/(Volume*Centre of gravity)-Metacenter GO
Metacenter
Metacenter=Moment of Inertia/(Volume*Centre of gravity)-Centre of Buoyancy GO
Deflection of fixed beam with load at center
Deflection=-Width*(Length^3)/(192*Elastic Modulus*Moment of Inertia) GO
Section Modulus
Section Modulus=(Moment of Inertia)/(Distance from the Neutral axis) GO
Deflection of fixed beam with uniformly distributed load
Deflection=-Width*Length^4/(384*Elastic Modulus*Moment of Inertia) GO
Angular Momentum
Angular Momentum=Moment of Inertia*Angular Velocity GO

1 Other formulas that calculate the same Output

Flexibility factor
Flexibility factor= Pipe Diameter^2/(Modulus Of Elasticity*Moment of Inertia) GO

Flexibilty factor limits Formula

Flexibility factor= Span for the wall radius^2/(Modulus Of Elasticity*Moment of Inertia)
F<sub>F</sub>= S<sub>^2/(E*I)
More formulas
design pressure(Pv) acting on the steel GO
design pressure(Pv) if the height of cover is less than one pipe diameter GO
design pressure(Pv) when the height of cover is equal to, or greater than, one pipe diameter GO
Total load when design pressure(Pv) is given GO
Compressive thrust on the conduit wall GO
Design pressure(Pv) when compressive thrust is given GO
Compressive thrust when axial load is given GO
The ultimate wall stress when the ratio D/r does not exceed 294 GO
The ultimate wall stress when the ratio D/r r exceeds 294 but not 500 GO
The ultimate wall stress when the ratio D/r is more than 500 GO
Design stress when saftey factor 2 is applied. GO
Required wall area of width when allowable stress is given GO
Metal thickness when flexibility factor is given GO

How to calculate flexibilty factor?

FF = 0.0433 for factory-made pipe with less than a 120-in (30.48-cm) diameter and with riveted, welded, or helical seams FF = 0.0200 for field-assembled pipe with over a 120-in (30.48-cm) diameter or with bolted seam

How to Calculate Flexibilty factor limits?

Flexibilty factor limits calculator uses Flexibility factor= Span for the wall radius^2/(Modulus Of Elasticity*Moment of Inertia) to calculate the Flexibility factor, The Flexibilty factor limits can be defined as the Minimum pipe stiffness requirements for practical handling and installation, without undue care or bracing, have been established through experience. The resulting flexibility factor FF limits the size of each combination of corrugation pitch and metal thickness. Flexibility factor and is denoted by FF symbol.

How to calculate Flexibilty factor limits using this online calculator? To use this online calculator for Flexibilty factor limits, enter Span for the wall radius (S, Modulus Of Elasticity (E) and Moment of Inertia (I) and hit the calculate button. Here is how the Flexibilty factor limits calculation can be explained with given input values -> 22.22222 = 500^2/(10000*1.125).

FAQ

What is Flexibilty factor limits?
The Flexibilty factor limits can be defined as the Minimum pipe stiffness requirements for practical handling and installation, without undue care or bracing, have been established through experience. The resulting flexibility factor FF limits the size of each combination of corrugation pitch and metal thickness and is represented as FF= S or Flexibility factor= Span for the wall radius^2/(Modulus Of Elasticity*Moment of Inertia). Span for the wall radius can be described as the length of the wall, Modulus Of Elasticity is a quantity that measures an object or substance's resistance to being deformed elastically when a stress is applied to it and Moment of Inertia is the measure of the resistance of a body to angular acceleration about a given axis.
How to calculate Flexibilty factor limits?
The Flexibilty factor limits can be defined as the Minimum pipe stiffness requirements for practical handling and installation, without undue care or bracing, have been established through experience. The resulting flexibility factor FF limits the size of each combination of corrugation pitch and metal thickness is calculated using Flexibility factor= Span for the wall radius^2/(Modulus Of Elasticity*Moment of Inertia). To calculate Flexibilty factor limits, you need Span for the wall radius (S, Modulus Of Elasticity (E) and Moment of Inertia (I). With our tool, you need to enter the respective value for Span for the wall radius, Modulus Of Elasticity and Moment of Inertia 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 Flexibility factor?
In this formula, Flexibility factor uses Span for the wall radius, Modulus Of Elasticity and Moment of Inertia. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Flexibility factor= Pipe Diameter^2/(Modulus Of Elasticity*Moment of Inertia)
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