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DIRECT ANALYSIS

   
  Applies To 
   
  Product(s): STAAD.Pro
  Version(s): All
  Environment:  N/A
  Area:  STAAD.Pro Analysis
  Subarea:  STAAD.Pro Direct Analysis
  Original Author: Bentley Technical Support Group
   

This page contains a list of FAQs related to DIRECT ANALYSIS in STAAD.Pro. Click on the links below to view the details on each topic

  1. DIRECT ANALYSIS AND ITS IMPLENTATION IN STAAD.PRO
  2. Deflections with Full E and I values
  3. FLEX and Taub
  4. ERROR FYLD OUTSIDE THE NORMAL RANGE FOR STEEL
  5. Loads factored by 1.6 for ASD
  6. Benchmark problems
  7. Does specifying the Notional Load Factor as 0.002 automatically define notional loads ?
  8. How to find the ratio of second order drift/first order drift
  9. Is the reduction in stiffness applied when a response spectrum load case is subjected to DIRECT ANALYSIS
  10. Response spectrum loading in DIRECT ANALYSIS
  11. Example on Direct analysis with steel design as per AISC 360-10 using STAAD.Pro
  12. Iterations in DIRECT ANALYSIS
  13. WARNING: FYLD parameter has been deprecated for Direct Analysis
  • Created by Bentley Colleague
  • When:
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  • Revisions: 16
  • Comments: 0
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