Load Per Unit Length for Pipes Resting on Undisturbed Ground on Cohesion Less Soil Solution

STEP 0: Pre-Calculation Summary
Formula Used
Load per unit Length = Pipe coefficient*Specific Weight of Fill*(External diameter)^2
W = Cp*γ*(D)^2
This formula uses 4 Variables
Variables Used
Load per unit Length - (Measured in Newton per Meter) - Load per unit length is defined as load applied per unit length of the pipe.
Pipe coefficient - Pipe coefficient is a constant depend upon pipe dimension.
Specific Weight of Fill - (Measured in Newton per Cubic Meter) - Specific weight of fill is defined as the weight per unit volume of fill.
External diameter - (Measured in Meter) - External diameter is the outer diameter of the pipe.
STEP 1: Convert Input(s) to Base Unit
Pipe coefficient: 1.2 --> No Conversion Required
Specific Weight of Fill: 1.2 Kilonewton per Cubic Meter --> 1200 Newton per Cubic Meter (Check conversion here)
External diameter: 2 Meter --> 2 Meter No Conversion Required
STEP 2: Evaluate Formula
Substituting Input Values in Formula
W = Cp*γ*(D)^2 --> 1.2*1200*(2)^2
Evaluating ... ...
W = 5760
STEP 3: Convert Result to Output's Unit
5760 Newton per Meter -->5.76 Kilonewton per Meter (Check conversion here)
FINAL ANSWER
5.76 Kilonewton per Meter <-- Load per unit Length
(Calculation completed in 00.020 seconds)

Credits

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Birsa Institute of Technology (BIT), Sindri
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16 Pressure Due to External Loads Calculators

Distance of Top of Pipe to below Surface of Fill given Unit Pressure
Go Distance between pipe and fill = ((Unit Pressure*2*pi*(Slant Height)^5)/(3*Superimposed load))^(1/3)
Slant Height of considered Point given Unit Pressure
Go Slant Height = ((3*Superimposed load*(Distance between pipe and fill)^3)/(2*pi*Unit Pressure))^(1/5)
Unit Pressure Developed at any Point in Fill at Depth
Go Unit Pressure = (3*(Distance between pipe and fill)^3*Superimposed load)/(2*pi*(Slant Height)^5)
Superimposed Load given Unit Pressure
Go Superimposed load = (2*pi*Unit Pressure*(Slant Height)^5)/(3*(Distance between pipe and fill)^3)
External Diameter of Pipe given Load Per Unit Length for Pipes
Go External diameter = sqrt(Load per unit Length/(Pipe coefficient*Specific Weight of Fill))
Pipe Coefficient given Load Per Unit Length for Pipes
Go Pipe coefficient = (Load per unit Length/(Specific Weight of Fill*(External diameter)^2))
Specific Weight of Fill Material given Load Per Unit Length for Pipes
Go Specific Weight of Fill = Load per unit Length/(Pipe coefficient*(External diameter)^2)
Load Per Unit Length for Pipes Resting on Undisturbed Ground on Cohesion Less Soil
Go Load per unit Length = Pipe coefficient*Specific Weight of Fill*(External diameter)^2
Coefficient of Thermal Expansion given Elongation in Pipes
Go Thermal Expansion Coefficient = Elongation/(Initial Length*Change in Temperature)
Coefficient of Expansion of Material given Stress in Pipe
Go Coefficient of Thermal Expansion = Stress/(Change in Temperature*Elastic Modulus)
Change in Temperature given Elongation in Pipes
Go Change in Temperature = Elongation/(Initial Length*Thermal Expansion Coefficient)
Change in Temperature given Stress in Pipe
Go Change in Temperature = Stress/(Coefficient of Thermal Expansion*Elastic Modulus)
Load Per Unit Length for Pipes given Compressive Stress
Go Load per unit Length = (Compressive Stress*Thickness)-Total Load per Unit Length
Compressive Stress Produced when Pipe is Empty
Go Compressive Stress = (Load per unit Length+Total Load per Unit Length)/Thickness
Thickness of Pipes given Compressive Stress
Go Thickness = (Total Load per Unit Length+Load per unit Length)/Compressive Stress
Elongation in Pipes given Change in Temperature
Go Elongation = Initial Length*Thermal Expansion Coefficient*Change in Temperature

Load Per Unit Length for Pipes Resting on Undisturbed Ground on Cohesion Less Soil Formula

Load per unit Length = Pipe coefficient*Specific Weight of Fill*(External diameter)^2
W = Cp*γ*(D)^2

What is load ?

When engineers refers to loads they usually mean the entire collection of forces acting on the object. This would include any moments acting on the object. Sometimes the term load is used to mean only those forces caused by gravity (i.e. weight forces).

How to Calculate Load Per Unit Length for Pipes Resting on Undisturbed Ground on Cohesion Less Soil?

Load Per Unit Length for Pipes Resting on Undisturbed Ground on Cohesion Less Soil calculator uses Load per unit Length = Pipe coefficient*Specific Weight of Fill*(External diameter)^2 to calculate the Load per unit Length, The Load Per Unit Length for Pipes Resting on Undisturbed Ground on Cohesion Less Soil calculates the load applied per unit length of pipe when other parameters are known. Load per unit Length is denoted by W symbol.

How to calculate Load Per Unit Length for Pipes Resting on Undisturbed Ground on Cohesion Less Soil using this online calculator? To use this online calculator for Load Per Unit Length for Pipes Resting on Undisturbed Ground on Cohesion Less Soil, enter Pipe coefficient (Cp), Specific Weight of Fill (γ) & External diameter (D) and hit the calculate button. Here is how the Load Per Unit Length for Pipes Resting on Undisturbed Ground on Cohesion Less Soil calculation can be explained with given input values -> 0.00576 = 1.2*1200*(2)^2.

FAQ

What is Load Per Unit Length for Pipes Resting on Undisturbed Ground on Cohesion Less Soil?
The Load Per Unit Length for Pipes Resting on Undisturbed Ground on Cohesion Less Soil calculates the load applied per unit length of pipe when other parameters are known and is represented as W = Cp*γ*(D)^2 or Load per unit Length = Pipe coefficient*Specific Weight of Fill*(External diameter)^2. Pipe coefficient is a constant depend upon pipe dimension, Specific weight of fill is defined as the weight per unit volume of fill & External diameter is the outer diameter of the pipe.
How to calculate Load Per Unit Length for Pipes Resting on Undisturbed Ground on Cohesion Less Soil?
The Load Per Unit Length for Pipes Resting on Undisturbed Ground on Cohesion Less Soil calculates the load applied per unit length of pipe when other parameters are known is calculated using Load per unit Length = Pipe coefficient*Specific Weight of Fill*(External diameter)^2. To calculate Load Per Unit Length for Pipes Resting on Undisturbed Ground on Cohesion Less Soil, you need Pipe coefficient (Cp), Specific Weight of Fill (γ) & External diameter (D). With our tool, you need to enter the respective value for Pipe coefficient, Specific Weight of Fill & External diameter 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 Load per unit Length?
In this formula, Load per unit Length uses Pipe coefficient, Specific Weight of Fill & External diameter. We can use 1 other way(s) to calculate the same, which is/are as follows -
  • Load per unit Length = (Compressive Stress*Thickness)-Total Load per Unit Length
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