• Which method does staad pro follow stiffness matrix method or finite element method?
    Suvendu Parida
    Which method does staad pro follow stiffness matrix method or finite element method? Pls inform regarding frame and plate elements which method is considered for their analysis.
  • Tapered section beam in staad pro CE
    Sahil Shaikh
    1: Does staad pro CE has any feature to model and analyse the RCC beam which top width and bottom width is different (as shown in above image) ?, If no ,then staad allow to import such beams from .dxf...
  • Showing warning for tapered section design
    Vaibhav Chavan
    ***WARNING : MEMBER - 4 IS SLENDER AND CANNOT BE CHECKED FOR MOMENT FORCES. IF THERE IS ANY BENDING, THEN BE AWARE THAT THERE IS NO CAPACITY FOR THOSE FORCES. ONLY WIDE FLANGE SHAPES WITH SLENDER WEBS...
  • How to apply wind load on tapered column
    Sahil Shaikh
    How to apply exact and accurate wind load on a tapered column of an uncladded PEB structure, as width of column varies at every section along its height, is there any option available in staad for such...
  • Web thickness is not shown for tapered I section on double clicking the member after update
    Srinivasulu Malineni
    FOR TAPERED SECTION WEB THICKNESS EVEN IN LATEST V23 VERSION ALSO NOT UPDATED ..PLEASE DO NEEDFULL. ALSO UTLIZATION RATION LIMITS ALSO UNABLE TO MODIFY THIS ONE ALSO RAISED BY SO MANY MEBERS LONG BACK...