• Integration of STAAD into Excel

    Hi I have been working in STAAD for a very long time and have been extracting datas via excel from staad and paste it in a seperate sheet. I would like to automate the procees where the datas can be extracted from STAAD after the analysis process. This…
  • Section database take too much time in Staad CE 12 & ALSO IN v2023

    Section database take too much time in Staad CE 12 & ALSO IN v2023
  • STAAD.Pro Connect Truss Release Specification

    In STAAD.Pro Connect, when releasing the trusses, do we release all the members that make the truss? Or just the diagonal of the truss? Please enlighten me. Thank you!
  • Optimize Command in STAAD

    Hi, everyone! Is the optimize command working for steel sections created using the User Table?
  • Differnce between triangular and quad meshing

    Hi i have modelled plates for walls and slabs but there is a problem with beam plate connectivity, if i use parametric model with quad meshing for both slab and wall. So in order to avoid that error, I have provided triangular meshing for walls and quad…
  • *** ERROR *** ABOVE COMMAND IS NOT RECOGNIZED. LINE IGNORED. anyone plz help me

    *** ERROR *** ABOVE COMMAND IS NOT RECOGNIZED. LINE IGNORED. i cant understand
  • STAAD.pro Structural Tooltip Options

    Dear colleagues, i haven't noticed this before, but recently i had applied more than 3 releases to a member and i noticed that the Structural Tooltip popup (yellow) shows only the first 3 releases and skipped the rest. Structural Tooltip has always…
  • Area of Steel Reqd. for Tran. Moment for Load Case ____ exceeds the Maximum Allowable for Element # ______ - STAAD.Pro Connect

    Good day. I was analyzing a model and designing the plates I made at STAAD.Pro Advanced Connect Edition 22.00.00.15. After the run analysis, the result gave the above notice on several plate elements I had. I modeled the plate elements using parametric…
  • Moment Capacity variation between STAAD result and Manual Calculation

    Hello All, I was manually calculating the bending capacity of the built up I sections as per IS-800 and found that the results for compact and semi-compact webs were not matching with the STAAD results. I have attached the snap of my manual calculation…
  • Is UNB/UNT/UNL linked to effective length factors Ky and Kz in STAADPRO?

    Hi all, I was wondering if anyone could provide some clarity on the use of UNL (UNB/UNT) in the case of cantilever members. What I know so far is that Ky and Kz would have some typical factor of 2 or 2.1 for cantilever members, and this impacts the…
  • Partner in Athens-Greece (STAAD PRO CONNECT EDITION) for live webinar or seminar.

    Hello dear community, Is there any partner who is available in Athens-Greece in order to arrange a live seminar or webinar for Staad pro connect edition? Thank you very much in advance for your assistance and prompt response. Kind Regards, …
  • Floor Diaphragm with Temperature load

    Hi, In my multi level steel Structure I'm experiencing more axial loads when I define Floor diaphragm with temperature loads as there are Precast concrete slab are there on my floors. If I'm ignoring Floor diaphragm action on floors, displacement was…
  • Error Staad Cargas muertas

    Hola tengo este problema en mi computadora, al asignar cargas muertas a mi edificio se producen estas áreas fuera del modelo que no me dejan trabajar, he buscado ayuda pero nadie me da una respuesta, aparentemente solo sucede en mi computadora por que…
  • 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…
  • 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?
  • Gantry crane design

    Does anybody designed Gantry crane using STAAD.Pro? Can anybody explain how can i assign whole surface of the rail on the ground as fixed? do i need to divide the rail in to small parts and assigned those nodes as fixed? or do i need to design Gantry…