Webthe behaviour of pipes of relatively small curvature. PROBLEM DEFINITION . Consider the pipe of Fig.(1) with built-in open ends, sub-ject to lateral distributed load q and an internal pressure p. x y q L p Fig.[1]: Open end pipe under internal pressure and lateral load q . For the equilibrium equations of the deflected pipe we Web0.000%. All dimensions are entered in inches and all outputs will be in inches. Enter consistent dimensions (i.e. if you enter an inside dimension for one input, enter an inside dimension for your other inputs. Do not mix inside, outside, and centerline dimensions). **Albina takes no responsibility for the calculated results.
Angular - DecimalPipe
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