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.
change in temperature

Inputs:

temperature change stress (S)
short term modulus of elasticity (E)
coefficient of thermal expansion (α)
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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
pipe expansion and contraction
pipe length change due to temperature changeSolve for pipe length change due to temperature change.
unrestrained pipe lengthSolve for unrestrained pipe length.
coefficient of thermal expansionSolve for coefficient of thermal expansion.
temperature changeSolve for temperature change.
temperature change stress of restrained/anchored pipe
temperature change stressSolve for temperature change stress.
short term modulus of elasticitySolve for short term modulus of elasticity.
coefficient of thermal expansionSolve for coefficient of thermal expansion.
temperature changeSolve for temperature change.

References - Books:
National Resources Conservation Service. National Engineering Handbook. 1995. United States Department of Agriculture.
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