Restrained Anchored Pipe Stress Design Calculator
Fluid Mechanics Hydraulics Formulas Equations
Equations are for restrained or anchored pipe stress due to temperature change.
Solving for change in temperature.
Inputs:
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Conversions:
temperature change stress (S)
= 0
= 0
pound/inch^2
short term modulus of elasticity (E)
= 0
= 0
pound/inch^2
coefficient of thermal expansion (α)
= 0
= 0
inch/inch/fahrenheit
Solution:
temperature change in fahrenheit (ΔT)
= NOT CALCULATED
Other Units:
Change Equation
Select to solve for a different unknown
Select to solve for a different unknown
pipe expansion and contraction
 | Solve for pipe length change due to temperature change. |
 | Solve for unrestrained pipe length. |
 | Solve for coefficient of thermal expansion. |
 | Solve for temperature change. |
temperature change stress of restrained/anchored pipe
 | Solve for temperature change stress. |
 | Solve for short term modulus of elasticity. |
 | Solve for coefficient of thermal expansion. |
 | Solve for temperature change. |
References - Books:
National Resources Conservation Service. National Engineering Handbook. 1995. United States Department of Agriculture.
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