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  • BEAMS ARE NOT LOADING IN RCDC

    I Have created a model in staadpro and analyzed it and I also used mesh tool for slab design now after creating mesh the beams are divided into small length ..... no problem till now but when I import this model in RCDC the beams are not loading (i think…
  • Sway Shear Calculation in STAAD

    Applies To Product(s): STAAD.Pro Version(s): ALL Environment: ALL Area: Design Subarea: Concrete Design Is13920 Original Author: Abhisek Mandal, Bentley Technical Support…
  • Include torsion in beam design as per IS456

    Applies To Product(s): STAAD Advanced Concrete Design Version(s): All Environment: N/A Area: Concrete Design Subarea: IS 456:2000 Original Author: Abhisek Mandal Bentley…
  • Why IS Code 800-2007 LSD fails Ratio INFINITY, while AISC 360-10 ASD passed Beam with Ratio 0.44? Taper beam

    1) Design check by IS Code 800-2007 LSD fails gives result of Bending Ratio = “INFINITY”, which passes with AISC 360-10 ASD Ratio 0.44! Also IS 800 code output does not give any ratio in both major, minor axis! 2) Is this 12 mm Flange thickness is critical…
  • DEPTH OF BEAM SHALL PREFERABLY BE LESS THAN THE 1/4TH OF CLEAR SPAN

    Applies To Product(s): STAAD.Pro Version(s): ALL Environment: ALL Area: Design Subarea: Concrete Design Is13920 Original Author: Abhisek Mandal, Bentley Technical Support…
  • WARNING BEAM CODE RECOMMENDS THAT WIDTH/DEPTH > 0.3

    Applies To Product(s): STAAD.Pro Version(s): ALL Environment: ALL Area: Design Subarea: Concrete Design Is13920 Original Author: Abhisek Mandal, Bentley Technical Support…
  • The analysis of a stepped column is possible or not?

    PDF Dear communities, Please provide me the solution or method to design & analysis the STEPPED column. For the reference, I have attached the pdf file, please check it & provide me the solution. Thank you.
  • Dummy beam

    Hello Everyone. I create a dummy beam with density=0 and E=0 (Figure.1) then I assign the beam (Figure.2) then Staad Error occurs( ***ERROR*** MATERIAL NAME MUST NOT CONTAIN ANY BLANK SPACE )(Figure.3), What is the solution?
  • RC designer beam fail

    Hello , I have done analysis and tried RC designer . the columns are safe. Beam summary show fails. please help me into this . cross section of beam is large i assume. 8284.COLLEGE PROKECT.STD