Item #1: Capability to design the Flexible shell element ? Item #2: Capability to design thin bellow expansion joints as per appendix 26 of ASME section VIII divsion 1 ? Item #3: Capability to design large diameter storage tank roof with the structural members and truss or rafter arrangement? Item #4: Can Auto Pipe Vessel design the guide support or calculate the reaction on the guide support and corresponding stress on the shell of the tall column? Item #5: Can AutoPIPE Vessel model surge analysis? Item #6: Why does AutoPIPE Vessel version 33.3.1.7 calculate foundation loads which are about 60% less than the older version 33.2.2.4? Item #7: Why does not the materials window, design tab not show the properties for the actual computed thickness in AutoPIPE Vessel? Item #8: Does AutoPIPE Vessel consider cone-shell junction as line of support for external pressure calculation? Item #9: How do I control whether or not use stiffener for external pressure? Item #10: What value must be inputted as overpressure for Load conditions - Blast calculation in AutoPIPE Vessel ? Item #11: Consequence of the input of the elevation in the dialog of the bracket or ring in AutoPIPE Vessel? Item #12: Local loads due to a nozzle in WRC 107/297: Why is the weld joint efficiency equal to 1 in AutoPIPE Vessel? Item #13: How to add more than 04 vents in the skirt? Item #14: How to perform analysis for Horizontal Shipping of Vertical Vessels (column) Item #15: How to obtain correct foundation load when there is a negative Straight Flange input in hemispherical head Component Properties field ? Item #16: How to check for bolt load calculations for longitudinal saddle load generated during bundle pullout? Item #17: What is the difference regarding seismic calculation between SLS (Serviceability Limit State) and ULS (Ultimate Limit State)? See Also Bentley AutoPIPE
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