M Naveen
National Institute of Technology (NIT), Warangal
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Rithik Agrawal
National Institute of Technology Karnataka (NITK), Surathkal
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11 Other formulas that you can solve using the same Inputs

Allowable Unit Load for Bridges using Structural Carbon Steel
Allowable Load=(Yield Strength*Cross sectional area/Factor of safety)/(1+0.25*sec((0.375*pi/180)/Least Radius of Gyration*Length of column*sqrt(Factor of safety*Allowable Load/Modulus Of Elasticity*Cross sectional area))) GO
Allowable Stress when Slenderness Ratio is Less than Cc
Allowable Stresses in Concentric loaded column=(Yield stress/2.12)*(1-((effective length factor*Length/Least Radius of Gyration)^2)/(2*Slenderness Ratio Cc^2)) GO
Allowable Stress when Slenderness Ratio is Equal to or Greater than Cc
Allowable Stresses in Concentric loaded column=(pi*pi*Modulus Of Elasticity)/(2.12*((effective length factor*Length/Least Radius of Gyration)^2)) GO
Smaller Moment of unbraced length for Compact Section for LFD when Maximum Unbraced Length is Given
Smaller Moment=(1/2200)*Maximum Ultimate Moment*(3600-Maximum Unbraced Length*yield strength of steel/Least Radius of Gyration) GO
Steel Yield Strength when Q Factor is Given
Yield stress=(2*Q Factors*pi*pi*(Least Radius of Gyration^2)*Modulus Of Elasticity)/((effective length factor*Length)^2) GO
Q Factor
Q Factors=((effective length factor*Length/Least Radius of Gyration)^2)*(Yield Strength/(2*pi*pi*Modulus Of Elasticity)) GO
Steel yield strength for Compact Section for LFD when Maximum Unbraced Length is Given
yield strength of steel=((3600-2200*(Smaller Moment/Maximum Moment))*Least Radius of Gyration)/Maximum Unbraced Length GO
Maximum Unbraced Length for Symmetrical Flexural Compact Section for LFD of Bridges
Maximum Unbraced Length=((3600-2200*(Smaller Moment/Maximum Moment))*Least Radius of Gyration)/yield strength of steel 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

1 Other formulas that calculate the same Output

Bulking stress For diameters greater than 126.5r/K
Bulking stress= 12*Modulus Of Elasticity/(Soil stiffness factor*Pipe Diameter/Least Radius of Gyration)^2 GO

Bulking stress Formula

Bulking stress= 45000-1.406*((Soil stiffness factor*Pipe Diameter)/ Least Radius of Gyration)^2
F<sub>c</sub>= 45000-1.406*((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
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
Bulking stress For diameters greater than 126.5r/K 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 radius of gyration?

Radius of gyration is defined as the radial distance to a point which would have a moment of inertia the same as the body's actual distribution of mass, if the total mass of the body were concentrated there.

How to Calculate Bulking stress?

Bulking stress calculator uses Bulking stress= 45000-1.406*((Soil stiffness factor*Pipe Diameter)/ Least Radius of Gyration)^2 to calculate the Bulking stress, The Bulking stress can be defined as the highest value of the ring compressive stress at which buckling becomes critical in the interaction zone. Bulking stress and is denoted by Fc symbol.

How to calculate Bulking stress using this online calculator? To use this online calculator for Bulking stress, enter Soil stiffness factor (K, Pipe Diameter (PD) and Least Radius of Gyration (r) and hit the calculate button. Here is how the Bulking stress calculation can be explained with given input values -> 0.044859 = 45000-1.406*((500*1)/ 50)^2.

FAQ

What is Bulking stress?
The Bulking stress can be defined as the highest value of the ring compressive stress at which buckling becomes critical in the interaction zone and is represented as Fc= 45000-1.406*((K or Bulking stress= 45000-1.406*((Soil stiffness factor*Pipe Diameter)/ Least Radius of Gyration)^2. 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?
The Bulking stress can be defined as the highest value of the ring compressive stress at which buckling becomes critical in the interaction zone is calculated using Bulking stress= 45000-1.406*((Soil stiffness factor*Pipe Diameter)/ Least Radius of Gyration)^2. To calculate Bulking stress, you need Soil stiffness factor (K, Pipe Diameter (PD) and Least Radius of Gyration (r). With our tool, you need to enter the respective value for 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 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= 12*Modulus Of Elasticity/(Soil stiffness factor*Pipe Diameter/Least Radius of Gyration)^2
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