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M. Rules Used for Generation of Mass Models

The following rules are applied by the program when the Mass Model Generator tool is used to create equivalent mass loads from gravity loads.

  1. Only vertical load components are considered out of the selected loads.

    Typically, these are loads parallel to the global Y direction. In the case of Z Up, these are loads parallel to the global Z direction.

  2. Only the user selected loads are considered, regardless of load item types and directions included in all load cases.
  3. Only load items in global or projected directions are considered. Any load item in the local direction (typically those labeled X, Y, or Z; e.g., uniform member loads in local coordinate directions) are ignored.
    Note: Selfweight loads are by default applied in the global X, Y, and Z directions. So the vertical selfweight loads are considered.
  4. Moment component of loads are ignored for generating equivalent gravity loads.
  5. Repeat and reference loads are expanded into a set of internal loads and the rules are then recursively applied to these.
  6. Additionally, some load types are ignored as they are not applicable to mass models. Please see the following table for additional details by load item category and load item type.
Table 1. Load Item Types Considered
Category  Type of Load Item Consider
Self-weight  Yes
Nodal Load    Node  Yes
Support Displacement  No
Member Load                  Uniform Force Yes
Uniform Moment No
Concentrated Force Yes
Concentrated Moment No
Linear Varying Load No
Trapezoidal Load Yes
Hydrostatic Load Yes
Pre/Post Stress Load No
Fixed End Load No
Physical Member Load          Uniform Force  Yes
Uniform Moment  No
Concentrated Force  Yes
Concentrated Moment  No
Trapezoidal Load  Yes
Area Load  Area  No
Floor Load  Floor  Yes
Plate Load            Pressure on Full Plate  Yes
Concentrated Load  Yes
Partial Plate Pressure  Yes
Trapezoidal  Yes
Hydrostatic  Yes
Element Joint Load  Yes
Solid Load  Solid Pressure Load  Yes
Temperature Load    Temperature  No
Strain  No
Strain Rate No
Seismic Load  Seismic  No
Time History  Time History  No
Wind Load    Wind Load  No
Wind Load Dynamic  No
Snow Load  Snow  No
Response Spectra  Response Spectrum  No
Repeat Load      Repeat Load  Yes
Reference Load  Yes
Notional Load  No
Frequency    Rayleigh Frequency  No
Modal Calculation  No