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API-650 Addendum 1 updates incorporated.
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Mouse support has been added to all modules.
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Addition of a User specified thickness round-off increment.
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A tank sizing/costing scratch-pad is available.
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A material database editor is provided.
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Structural element checks per API-650 Section 3.10.3 are implemented for the design of Supported Cone roofs.
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The maximum area for frangible joints as per API-650 3.10.2.5.3 is reported.
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Top angle sizing per API-650 Section 3.1.5.9.e has been added.
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Wind girder size selection per API-650 Table 3-22 has been added.
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Theoretical height of sloshing wave (for Seismic events) determined as per
API-620 L.8.1. -
The weight of the bottom and annular base plates is now determined and included in the weight summary. Additionally the weights for operating, test, and empty conditions are reported.
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API-653 service/maintenance considerations added by allowing individual shell course joint efficiencies and critical length locations to be specified.
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API-653 minimum thickness of bottom plate per 2.4.7.1 added.