✖Load on Buried Pipe per Unit Length includes the weight of the pipe, ﬁttings, insulation, ﬂuid in pipe, piping components such as valves, valve operators, ﬂanges, and so on.ⓘ Load on Buried Pipe per Unit Length [w^']			+10% -10%
✖Diameter of Pipe is the diameter of the pipe in which the liquid is flowing.ⓘ Diameter of Pipe [D_pipe]			+10% -10%
✖Thickness of Pipe is the smaller dimension of pipe. It is the distance between the inner and outer or front and back surfaces of the pipe.ⓘ Thickness of Pipe [t_pipe]			+10% -10%

✖Extreme Fiber Stress is the maximum stress experienced by the outermost fibers of a material or structural element when subjected to external loads.ⓘ Maximum End Fiber Stress on Horizontal Point [S]

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Formula

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Maximum End Fiber Stress on Horizontal Point

Formula

`"S" = (3*"w"^{"'"}*"D"_{"pipe"})/(8*"t"_{"pipe"}^2)`

Example

`"8.527697kN/m²"=(3*"24kN/m"*"0.91m")/(8*("0.98m")^2)`

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Maximum End Fiber Stress on Horizontal Point Solution

STEP 0: Pre-Calculation Summary

Formula Used

Extreme Fiber Stress = (3*Load on Buried Pipe per Unit Length*Diameter of Pipe)/(8*Thickness of Pipe^2)
S = (3*w^'*D_pipe)/(8*t_pipe^2)
This formula uses 4 Variables

Variables Used

Extreme Fiber Stress - (Measured in Pascal) - Extreme Fiber Stress is the maximum stress experienced by the outermost fibers of a material or structural element when subjected to external loads.
Load on Buried Pipe per Unit Length - (Measured in Newton per Meter) - Load on Buried Pipe per Unit Length includes the weight of the pipe, ﬁttings, insulation, ﬂuid in pipe, piping components such as valves, valve operators, ﬂanges, and so on.
Diameter of Pipe - (Measured in Meter) - Diameter of Pipe is the diameter of the pipe in which the liquid is flowing.
Thickness of Pipe - (Measured in Meter) - Thickness of Pipe is the smaller dimension of pipe. It is the distance between the inner and outer or front and back surfaces of the pipe.

STEP 1: Convert Input(s) to Base Unit

Load on Buried Pipe per Unit Length: 24 Kilonewton per Meter --> 24000 Newton per Meter (Check conversion here)
Diameter of Pipe: 0.91 Meter --> 0.91 Meter No Conversion Required
Thickness of Pipe: 0.98 Meter --> 0.98 Meter No Conversion Required

STEP 2: Evaluate Formula

Substituting Input Values in Formula

S = (3*w^'*D_pipe)/(8*t_pipe^2) --> (3*24000*0.91)/(8*0.98^2)

Evaluating ... ...

S = 8527.69679300292

STEP 3: Convert Result to Output's Unit

8527.69679300292 Pascal -->8.52769679300292 Kilonewton per Square Meter (Check conversion here)

FINAL ANSWER

8.52769679300292 ≈ 8.527697 Kilonewton per Square Meter <-- Extreme Fiber Stress

(Calculation completed in 00.004 seconds)

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< 19 Stresses Due to External Loads Calculators

Total Tension in Pipe with known Head of Water

Go Total Tension of Pipe in MN = ((Unit Weight of Liquid*Head of the Liquid)*Cross-Sectional Area)+((Unit Weight of Liquid*Cross-Sectional Area*(Flow Velocity of Fluid)^2)/Acceleration due to Gravity in Environment)

Total Tension in Pipe using Water Pressure

Go Total Tension of Pipe in MN = (Water Pressure*Cross-Sectional Area)+((Unit Weight of Water in KN per Cubic Meter*Cross-Sectional Area*(Flow Velocity of Fluid)^2)/Acceleration due to Gravity in Environment)

Compressive End Fiber Stress at Horizontal Diameter

Go Extreme Fiber Stress = ((3*Load on Buried Pipe per Unit Length*Diameter of Pipe in Centimeter)/(8*Thickness of Pipe^2)+(Load on Buried Pipe per Unit Length)/(2*Thickness of Pipe))

Diameter of Pipe given Compressive End Fiber Stress

Go Diameter of Pipe = (Extreme Fiber Stress-(Load on Buried Pipe per Unit Length)/(2*Thickness of Pipe))*((8*Thickness of Pipe^2)/(3*Load on Buried Pipe per Unit Length))

Diameter of Pipe given Tensile End Fiber Stress

Go Diameter of Pipe = (Extreme Fiber Stress+(Load on Buried Pipe per Unit Length)/(2*Thickness of Pipe))*((8*Thickness of Pipe^2)/(3*Load on Buried Pipe per Unit Length))

Load per Meter Length of Pipe for Compressive End Fiber Stress

Go Load on Buried Pipe per Unit Length = Extreme Fiber Stress/((3*Diameter of Pipe)/(8*Thickness of Pipe^2)+(1)/(2*Thickness of Pipe))

Width of Trench for Load per Meter Length of Pipe

Go Width of Trench = sqrt(Load on Buried Pipe per Unit Length/(Coefficient Dependent on Soil in Environmental*Unit Weight of Fill))

Concentrated Wheel Load given Average Load on Pipe

Go Concentrated Wheel Load = (Average Load on Pipe in Newton per Meter*Effective Length of Pipe)/(Impact Factor*Load Coefficient)

Load Coefficient using Average Load on Pipe

Go Load Coefficient = (Average Load on Pipe in Newton per Meter*Effective Length of Pipe)/(Impact Factor*Concentrated Wheel Load)

Impact Factor using Average Load on Pipe

Go Impact Factor = (Average Load on Pipe in Newton per Meter*Effective Length of Pipe)/(Load Coefficient*Concentrated Wheel Load)

Effective Length of Pipe using Average Load on Pipe

Go Effective Length of Pipe = (Impact Factor*Load Coefficient*Concentrated Wheel Load)/Average Load on Pipe in Newton per Meter

Average Load on Pipe due to Wheel Load

Go Average Load on Pipe in Newton per Meter = (Impact Factor*Load Coefficient*Concentrated Wheel Load)/Effective Length of Pipe

Thickness of Pipe given Maximum End Fiber Stress

Go Thickness of Pipe = sqrt((3*Load on Buried Pipe per Unit Length*Diameter of Pipe)/(8*Extreme Fiber Stress))

Constant which depend upon type of Soil for Load per meter Length of Pipe

Go Coefficient Dependent on Soil in Environmental = Load on Buried Pipe per Unit Length/(Unit Weight of Fill*(Width of Trench)^2)

Unit Weight of Backfill Material for Load per Meter Length of Pipe

Go Unit Weight of Fill = Load on Buried Pipe per Unit Length/(Coefficient Dependent on Soil in Environmental*(Width of Trench)^2)

Load per Meter Length of Pipe

Go Load on Buried Pipe per Unit Length = Coefficient Dependent on Soil in Environmental*Unit Weight of Fill*(Width of Trench)^2

Maximum End Fiber Stress on Horizontal Point

Go Extreme Fiber Stress = (3*Load on Buried Pipe per Unit Length*Diameter of Pipe)/(8*Thickness of Pipe^2)

Load per Meter Length of Pipe for Maximum End Fiber Stress

Go Load per Meter Length of Pipe = Extreme Fiber Stress/((3*Diameter of Pipe)/(8*Thickness of Pipe^2))

Diameter of Pipe for Maximum End Fiber Stress

Go Diameter of Pipe = Extreme Fiber Stress/((3*Load per Meter Length of Pipe)/(8*Thickness of Pipe^2))

Maximum End Fiber Stress on Horizontal Point Formula

Extreme Fiber Stress = (3*Load on Buried Pipe per Unit Length*Diameter of Pipe)/(8*Thickness of Pipe^2)
S = (3*w^'*D_pipe)/(8*t_pipe^2)

What is Fibre Stress?

The tensile or compressive stress on the fibers of a fiber metal or other fibrous material, especially when fiber orientation is parallel with the neutral axis.

How to Calculate Maximum End Fiber Stress on Horizontal Point?

Maximum End Fiber Stress on Horizontal Point calculator uses Extreme Fiber Stress = (3*Load on Buried Pipe per Unit Length*Diameter of Pipe)/(8*Thickness of Pipe^2) to calculate the Extreme Fiber Stress, The Maximum End Fiber Stress on Horizontal Point formula is defined as the value of maximum stress experienced by the fibers at the end of a structural member, such as a pipe or a beam, where the load is applied horizontally. This stress is crucial because it indicates the maximum capacity of the material to resist deformation or failure at that specific point due to horizontal forces or loads. Extreme Fiber Stress is denoted by S symbol.

How to calculate Maximum End Fiber Stress on Horizontal Point using this online calculator? To use this online calculator for Maximum End Fiber Stress on Horizontal Point, enter Load on Buried Pipe per Unit Length (w^'), Diameter of Pipe (D_pipe) & Thickness of Pipe (t_pipe) and hit the calculate button. Here is how the Maximum End Fiber Stress on Horizontal Point calculation can be explained with given input values -> 0.008528 = (3*24000*0.91)/(8*0.98^2).

FAQ

What is Maximum End Fiber Stress on Horizontal Point?

The Maximum End Fiber Stress on Horizontal Point formula is defined as the value of maximum stress experienced by the fibers at the end of a structural member, such as a pipe or a beam, where the load is applied horizontally. This stress is crucial because it indicates the maximum capacity of the material to resist deformation or failure at that specific point due to horizontal forces or loads and is represented as S = (3*w^'*D_pipe)/(8*t_pipe^2) or Extreme Fiber Stress = (3*Load on Buried Pipe per Unit Length*Diameter of Pipe)/(8*Thickness of Pipe^2). Load on Buried Pipe per Unit Length includes the weight of the pipe, ﬁttings, insulation, ﬂuid in pipe, piping components such as valves, valve operators, ﬂanges, and so on, Diameter of Pipe is the diameter of the pipe in which the liquid is flowing & Thickness of Pipe is the smaller dimension of pipe. It is the distance between the inner and outer or front and back surfaces of the pipe.

How to calculate Maximum End Fiber Stress on Horizontal Point?

The Maximum End Fiber Stress on Horizontal Point formula is defined as the value of maximum stress experienced by the fibers at the end of a structural member, such as a pipe or a beam, where the load is applied horizontally. This stress is crucial because it indicates the maximum capacity of the material to resist deformation or failure at that specific point due to horizontal forces or loads is calculated using Extreme Fiber Stress = (3*Load on Buried Pipe per Unit Length*Diameter of Pipe)/(8*Thickness of Pipe^2). To calculate Maximum End Fiber Stress on Horizontal Point, you need Load on Buried Pipe per Unit Length (w^'), Diameter of Pipe (D_pipe) & Thickness of Pipe (t_pipe). With our tool, you need to enter the respective value for Load on Buried Pipe per Unit Length, Diameter of Pipe & Thickness of Pipe 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 Extreme Fiber Stress?

In this formula, Extreme Fiber Stress uses Load on Buried Pipe per Unit Length, Diameter of Pipe & Thickness of Pipe. We can use 1 other way(s) to calculate the same, which is/are as follows -

Extreme Fiber Stress = ((3*Load on Buried Pipe per Unit Length*Diameter of Pipe in Centimeter)/(8*Thickness of Pipe^2)+(Load on Buried Pipe per Unit Length)/(2*Thickness of Pipe))

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