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12. What is the hot load on a spring hanger in AutoPIPE?
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Spring Hanger Selection - AutoPIPE
00. How to perform a spring hanger analysis in AutoPIPE?
01. What load cases are use to select a spring hanger in AutoPIPE?
02. How to force Spring Hanger selection to always select a spring instead of a rigid support in AutoPIPE?
03. Hanger design - do we attach a sign to the cold load ie. - or + In AutoPIPE?
04. Difference between a HLP and a CLP with Spring Hanger selection in AutoPIPE?
05. What is AutoPIPE doing when a spring hanger is set for undesigned and ONLY Static analysis is performed.
06. Why is that there is a big discrepancy between the AutoPIPE Hanger Analysis calculated values and the values that are actually on the spring cans that have been in service for many years.
07. Why is that there is a big discrepancy between the AutoPIPE Hanger Analysis reported values and the Static Analysis results ?
08. Why are restraint reactions different after disabling some Spring hangers support "Undesigned " option in AutoPIPE?
09. How to print Spring Hanger Selection report in AutoPIPE?
10. How to consider cut short when performing a Spring Hanger Selection in AutoPIPE?
11. Can load variation be set to a different value, why does AutoPIPE default to 25% in spring hanger selection?
12. What is the hot load on a spring hanger in AutoPIPE?
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12. What is the hot load on a spring hanger in AutoPIPE?
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Current Revision
Thu, May 9 2019 12:05 PM
Mike Dattilio
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Revision #2
Thu, May 9 2019 12:05 PM
Mike Dattilio
1
Revision #1
Mon, Aug 28 2017 11:16 AM
Mike Dattilio
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