• Pedestal

    Hello, Guys! Is STAAD.Pro has this efficient transfer of force from a wide flange used as a column to a concrete pedestal both designed in a single file? Or do I need to model them separately? Another question: How can I represent a bearing…
  • While doing design program terminates after 165 nos checking,

    While doing Concrete deign , Program design command not completed for whols structure, it terminates after 164 or 165th member design, while i check collegue system, it was closed at 200th number, Need suggestion STAAD SPACE CHP UDANKUDI START JOB…
  • Section Properties Not displaying in Report In Stadd Connect

    Hello Everyone ! I Have Done Analysis For Window Model Using Prismatic General Section. But While Generating Report , No Property Values i.e. Ixx, Iyy, Izz For Prismatic Section Were Displayed in Utilization Ratio Table. Please Suggest How to get…
  • Staad.beava in Staad pro connect edition

    How should I turn on Staad.beava (bridge code) in staad pro connect edition? In the earlier version, it was easily accessible right at the startup menu as per the screenshot attached. Please reply.
  • THE COMPRESSIVE AXIAL STRESS IN MEMBER # 1049 EXCEEDS 0.08FCK AT SECTION 0.0 MM FOR LOAD # 216 AS PER CL 6.1 OF IS-13920 2016.

    Dear All, I got lot of warnings for the beams that the compressive axial stress in member exceed 0.08fck. What is the solution for that i have got lot of warnings regarding this. Please suggest me Thanks & Regards, Anirudh
  • Huge support reactions for support of shearwall (modeled using parametric)

    Why do I keep having very big reactions for the support of modeled shearwall? When i modeled my structure, the reactions was around 1900Kn but when I incorporate a shear wall (which is modeled using parametric) it shows very large reactions which is 7000Kn…
  • 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.
  • Design of Solid slab (Conventional slabs)

    Hello Everyone For a while, I was using an Advanced Concrete Design (RCDC) for the design of a solid slab. Today I tried to learn the RAM concept for the slab designs but I saw a design of strips that had never seen before (When I was using RCDC and…
  • "OpenSTAAD" - Member weight per running meter length?

    Hi, Is there any option to get member weight per running meter length (either it's built-up or hot-rolled steel section) through OpenSTAAD API in VB.Net? Thanks.
  • 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