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AutoPIPESupportAnchor
Auto pipe stress
AutoPIPE
autopipe 09.03.00.08
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AutoPIPE response spectra
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How to find worst case of concentrated forces?
Heidi Jacobsen
Hi, I am modelling a pipe system where concentrated forces and moments are applied (in Gravity case) at the interface connection points. Is there a way to check which sign combination that gives the worst result regarding stresses and restraint forces…
over 8 years ago
AutoPIPE
AutoPIPE Forum
Extracting (or separating) steel model out of AutoPIPE V8i Select back to STAAD
Christopher Foley
Hello all, I have a unique situation and wonder if the software has a solution. We have a linked AutoPIPE V8i Select / STAAD PRO file. Sometime after the STAAD steel model was integrated in to the AutoPIPE model, the original STAAD model was lost. Is…
over 9 years ago
AutoPIPE
AutoPIPE Forum
Bend forces in Autopipe
Saurav Challani
Dear All, I am a University student, working with Autopipe for one of our project. I was asked one question during the project review that how does Autopipe calculates the bend forces (as we do not define the velocity or flow in the pipeline) ?? …
over 10 years ago
AutoPIPE
AutoPIPE Forum
Response Specturm
SAURABH JAIN
Dear, I have recently started working with AutoPipe Nuclear and I have been asked to do the response spectrum analysis. I have referred the help files and the community posts but I am got getting the basic idea of defining the basics of response…
over 10 years ago
AutoPIPE
AutoPIPE Forum
Warning message (W726-10: User SIF required at junction at point )
Saurav Challani
Dear All, I am facing the problem with branch connection, as the main run is of dia. 400mm and two branch connections are of 150mm placed in opposite direction. I tried to specify the SIF's but still m not getting rid of this warning and doesnt autopipe…
5995_Stress Analysis_P5_DESIGN CONDN_2.DAT
over 10 years ago
AutoPIPE
AutoPIPE Forum
Thrust/Anchor Block
SAURABH JAIN
Dear, Can anyone suggest how a Thrust block is modeled in Autopipe?? I have approached for the same like as in CAESAR II i.e. changing property of the soil near anchor/thrust blocks but what is the correct method to model a thrust block in AutoPipe…
over 10 years ago
AutoPIPE
AutoPIPE Forum
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