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 and Center Deflection of Cantilever Beam carrying Point Load at any point
Deflection=(Point Load acting on the Beam*(Distance from end A^2)*(3*Length-Distance from end A))/(6*Modulus Of Elasticity*Area Moment of Inertia) 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
Maximum and Center Deflection of Simply Supported Beam carrying Point Load at Center
Deflection=(Point Load acting on the Beam*(Length^3))/(48*Modulus Of Elasticity*Area Moment of Inertia) GO
Maximum and Center Deflection of Cantilever Beam carrying Point Load at Free End
Deflection=(Point Load acting on the Beam*(Length^3))/(3*Modulus Of Elasticity*Area Moment of Inertia) GO
Maximum and Center Deflection of Cantilever Beam with Couple Moment at Free End
Deflection=(Couple Moment*(Length^2))/(2*Modulus Of Elasticity*Area Moment of Inertia) GO
Bending Moment when Strain Energy in Bending is Given
Bending moment=sqrt(Strain Energy*(2*Modulus Of Elasticity*Moment of Inertia)/Length) GO
Strain Energy in Bending
Strain Energy=(Bending moment^2)*Length/(2*Modulus Of Elasticity*Moment of Inertia) GO
Head Loss due to friction
Head loss=Darcy friction factor*Fluid Velocity^(2)*Length/(Pipe Diameter*2*[g]) GO
Reynolds Number
Reynolds Number=Liquid Density*Fluid Velocity*Pipe Diameter/Dynamic viscosity GO
Slenderness Ratio
Slenderness Ratio=Effective Length/Least Radius of Gyration GO
Stress using Hook's Law
Stress=Modulus Of Elasticity*Engineering strain GO

1 Other formulas that calculate the same Output

Bulking stress
Bulking stress= 45000-1.406*((Soil stiffness factor*Pipe Diameter)/ Least Radius of Gyration)^2 GO

Bulking stress For diameters greater than 126.5r/K Formula

Bulking stress= 12*Modulus Of Elasticity/(Soil stiffness factor*Pipe Diameter/Least Radius of Gyration)^2
F<sub>c</sub>= 12*E/(K<sub>*PD/r)^2
More formulas
Thrust of structure GO
Span diameter when thrust is given GO
Live load pressure when thrust is given GO
Dead load pressure when thrust is given GO
Flexibility factor GO
Pipe diameter when flexibility factor is given GO
Modulus of elasticity when flexibility factor is given GO
Moment of inertia when flexibility factor is given GO
Bulking stress GO
Soil stiffness factor when bulking stress is given GO
Pipe diamter when bulking stress is given GO
Radius of gyration when bulking stress is given GO
modulus of elasticity when Bulking stress For diameters greater than 126.5r/K is given GO
soil stiffness factor when Bulking stress For diameters greater than 126.5r/K is given GO
Pipe diameter when Bulking stress For diameters greater than 126.5r/K is given GO
Radius of gyration when Bulking stress For diameters greater than 126.5r/K is given GO

What is modulus of elasticity?

modulus of elasticity is defined as the mechanical property of a material to withstand the compression or the elongation with respect to its length.

How to Calculate Bulking stress For diameters greater than 126.5r/K?

Bulking stress For diameters greater than 126.5r/K calculator uses Bulking stress= 12*Modulus Of Elasticity/(Soil stiffness factor*Pipe Diameter/Least Radius of Gyration)^2 to calculate the Bulking stress, The Bulking stress For diameters greater than 126.5r/K is defined as paramount to identify crack-tip stress intensity factors for subsequent analysis. Bulking stress and is denoted by Fc symbol.

How to calculate Bulking stress For diameters greater than 126.5r/K using this online calculator? To use this online calculator for Bulking stress For diameters greater than 126.5r/K, enter Modulus Of Elasticity (E), Soil stiffness factor (K, Pipe Diameter (PD) and Least Radius of Gyration (r) and hit the calculate button. Here is how the Bulking stress For diameters greater than 126.5r/K calculation can be explained with given input values -> 0.0012 = 12*10000/(500*1/50)^2.

FAQ

What is Bulking stress For diameters greater than 126.5r/K?
The Bulking stress For diameters greater than 126.5r/K is defined as paramount to identify crack-tip stress intensity factors for subsequent analysis and is represented as Fc= 12*E/(K or Bulking stress= 12*Modulus Of Elasticity/(Soil stiffness factor*Pipe Diameter/Least Radius of Gyration)^2. 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, Soil stiffness factor can be described as the parameter for compacting the soil, Pipe Diameter is the diameter of the pipe in which the liquid is flowing and The Least Radius of Gyration is the smallest value of the radius of gyration is used for structural calculations.
How to calculate Bulking stress For diameters greater than 126.5r/K?
The Bulking stress For diameters greater than 126.5r/K is defined as paramount to identify crack-tip stress intensity factors for subsequent analysis is calculated using Bulking stress= 12*Modulus Of Elasticity/(Soil stiffness factor*Pipe Diameter/Least Radius of Gyration)^2. To calculate Bulking stress For diameters greater than 126.5r/K, you need Modulus Of Elasticity (E), Soil stiffness factor (K, Pipe Diameter (PD) and Least Radius of Gyration (r). With our tool, you need to enter the respective value for Modulus Of Elasticity, Soil stiffness factor, Pipe Diameter and Least Radius of Gyration 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 Bulking stress?
In this formula, Bulking stress uses Modulus Of Elasticity, Soil stiffness factor, Pipe Diameter and Least Radius of Gyration. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Bulking stress= 45000-1.406*((Soil stiffness factor*Pipe Diameter)/ Least Radius of Gyration)^2
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