• Not Answered

    RC COLUMN DESIGN OUTPUT IN STAAD.Pro CONNECT Edition 0

    788 views
    0 replies
    Started over 3 years ago
     by Sebastián Pedraja
  • Suggested Answer

    Base Plate Design using rectangular sections in place of an angle type section 0

    744 views
    2 replies
    Latest over 3 years ago
     by Sebastián Pedraja
  • Suggested Answer

    Similar models showing very different results (Beam end forces, displacements, base pressure...) 0

    555 views
    3 replies
    Latest over 3 years ago
     by Marcelo DaSilva
  • Suggested Answer

    Output showing half of the values for minimum steel and clear cover. 0

    1701 views
    4 replies
    Latest over 4 years ago
     by Sebastián Pedraja
  • Suggested Answer

    "ERROR NOT ENOUGH MEMORY FOR SPECTRUM FORCE-6" in STAAD.Pro V8i 0

    2171 views
    3 replies
    Latest over 4 years ago
     by Abhisek M
  • Not Answered

    Can STAAD show me the least favorable resultant force for all posible combinations in a given node? 0

    470 views
    0 replies
    Started over 5 years ago
     by Sebastián Pedraja
  • Suggested Answer

    Different displacements with nearly identical models 0

    1113 views
    4 replies
    Latest over 5 years ago
     by Sebastián Pedraja
  • Suggested Answer

    How does Staad calculate SQX and SQY exactly? 0

    6621 views
    3 replies
    Latest over 5 years ago
     by Sye
  • Suggested Answer

    The design parameter for concrete is set as 250kg/cm2 but when i double click elements it shows a value of 280 kg/cm2 0

    1840 views
    2 replies
    Latest over 5 years ago
     by Sebastián Pedraja
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    Warning - Zero spectral aceleration entered for mode 1 0

    1042 views
    1 reply
    Latest over 5 years ago
     by Abhisek M