• JACKET DEFLECTION DURING LAUNCH

    Hello, Is it possible to plot the jacket members deflection during launch analysis in MOSES? Many thanks Regard, Mohamed
  • Large Deflection

    I have modelled for riser and spool configuration in SACS, I have done static analysis but I found the result of my analysis with large value of deflection, since it happened in my analysis, my friend suggest me to run "static large deflection" analysis…
  • SPAN & Physical Member commands in SACS

    Hello all, There are some ambiguities for me about the use of SPAN and PHYSICAL MEMBER commands in SACS. Consider the following simple senario: Imagine we have a main deck beam (say HEB600), on top of which stringer beams( say IPE200) are running…
  • Large Deflection Analysis

    Good day, I am currently working with a rather large model and performing a large deflection static analysis. Using the large deflection analysis to calculate the structures deflection under its own self weight currently doesn't lead to convergence…
  • RE: Deflection problem in connect edition

    Dear geoff, The detailed summary of problem as below: The joint deflection value is not displayed in the POSTVDB file in SACS and in the joint deflection report. We have done one simple cantilever beam (beam size is W12X30) with end vertical point…
  • RE: Deflection problem in connect edition

    Karthikeyan, We have not received any reports of issues viewing the deflected shape and/or joint displacements for SACS 10. I would recommend submitting a help request: http://apps.bentley.com/srmanager/ProductSupport You can attach your analysis…