Loads
- Adding a Snow Load
- Hydrotest Test Pressure values do not match code equation hand calculations (ex. ASME VIII DIV.1)
- Blast:
- Transportation:
- Added weight or Loads
- Foundation Loads
- Foundation loads are about 60% less than previous version
- Correct foundation load when there is a negative SF input in hemispherical head Component Properties field
- Specify factors on foundation loads
- Foundation Loads calculation for vertical vessels
- Foundation Loads calculation for Saddle Supported vessels
- Foundation Load point for Leg supported vessel
- Seismic
- Seismic load calculation
- Add Horizontal seismic force
- Earthquake load cases results are not reported
- Option for Earthquake analysis as per Design Spectrum method in EN 1998-1 (3.2.2.5), using version: 43.01.01.011.
- Impossible to enter Ra, Rm, Tb, Tc, Td values in the earthquake window.
- Report earthquake load case frequency of the vessel
- Difference regarding seismic calculation between SLS (Serviceability Limit State) and ULS (Ultimate Limit State)
- EN 1998-1 Eurocode seismic calculations for vertical vessels
- Seismic shear load changes drastically with slight changes in skirt elevation
- Response Spectrum
- Fatigue
Settings
- Design vs Design Check in AutoPIPE Vessel?
- Only PD 5500:2015 G2 is available, change the Design method / Local Loads
Combination