{"id":32651,"date":"2026-04-27T12:22:41","date_gmt":"2026-04-27T12:22:41","guid":{"rendered":"https:\/\/protasoftware.com\/technical-manuals\/building-analysis\/building-analysis-overview\/"},"modified":"2026-06-19T12:37:52","modified_gmt":"2026-06-19T12:37:52","slug":"building-analysis-overview","status":"publish","type":"wiki","link":"https:\/\/protasoftware.com\/wiki\/building-analysis-overview\/","title":{"rendered":"Building Analysis Overview"},"content":{"rendered":"
Having modeled your structure and defined the parameters\/loading to be applied, you are now ready to generate the member design forces. These are determined by performing a 3D analysis of the whole building.<\/div>\n
<\/div>\n
The pre and post analysis stages, along with the various applicable analysis options are fully described in the following sections:<\/div>\n
    \n
  1. Model Options<\/a><\/li>\n
  2. Building Analysis<\/a><\/li>\n
  3. Rigid Zone Interpretations<\/a><\/li>\n
  4. Diaphragm Modelling Example<\/a><\/li>\n
  5. Difference between Building Analysis and FE Floor Analysis<\/a><\/li>\n
  6. What is Merge FE Column \/ Beam results with Example<\/a> <\/li>\n
  7. Analytical Model<\/a><\/li>\n
  8. Detailed Design Diagram<\/a><\/li>\n
  9. Reports <\/a><\/li>\n
  10. Building Model Check<\/a><\/li>\n
  11. Overview of Axial Load Comparison Report (Detail Example)<\/a><\/li>\n
  12. How to check singularity or large deformation warnings during Building Analysis<\/a><\/li>\n
  13. Analysis Warning: Diaphragm Nodes not in the same Plane<\/a><\/li>\n
  14. Sway Sensitivity & Second-Order Effects<\/a><\/li>\n
  15. Staged Construction Analysis<\/a><\/li>\n
  16. Rigid Links Automatically Created inside Columns to Support offset Beams<\/a><\/li>\n
  17. Rigid Link Created in Column when Beam Depth is More or Equal to the Storey Height
    <\/a><\/li>\n
  18. Column Outline Modelling for Flat Slab and Transfer Slab Model<\/a><\/li>\n<\/ol>\n
    <\/div>\n","protected":false},"excerpt":{"rendered":"

    Having modeled your structure and defined the parameters\/loading to be applied, you are now ready to generate the member design forces. 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