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Solving for pressure due to soil weight.

Inputs:

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Conversions:

pipe design pressure (P)

= 0

pound/foot^2

pressure due to wheel load (P_W)

= 0

pound/foot^2

internal vacuum pressure (P_V)

= 0

pound/foot^2

Solution:

pressure due to soil weight (P_S) = NOT CALCULATED

Other Units:

Change Equation
Select to solve for a different unknown

wall crushing - pressure on pipe

	pressure on pipe
	pressure due to soil weight
	pressure due to wheel load
	internal vacuum pressure

wall crushing - thrust in pipe wall

thrust in pipe wall

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

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By Jimmy Raymond

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