• Integration of STAAD into Excel

    ROHITH  R
    ROHITH R
    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…
    • 28 days ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Section database take too much time in Staad CE 12 & ALSO IN v2023

    Rahul Brijpuriya
    Rahul Brijpuriya
    Section database take too much time in Staad CE 12 & ALSO IN v2023
    • 2 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD.Pro Connect Truss Release Specification

    Angelo Peredo
    Angelo Peredo
    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!
    • 2 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Optimize Command in STAAD

    Angelo Peredo
    Angelo Peredo
    Hi, everyone! Is the optimize command working for steel sections created using the User Table?
    • 2 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Differnce between triangular and quad meshing

    pradeep m
    pradeep m
    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…
    • Answered
    • 4 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • *** ERROR *** ABOVE COMMAND IS NOT RECOGNIZED. LINE IGNORED. anyone plz help me

    harshvardhan pawar
    harshvardhan pawar
    *** ERROR *** ABOVE COMMAND IS NOT RECOGNIZED. LINE IGNORED. i cant understand
    • Answered
    • 5 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD.pro Structural Tooltip Options

    Dani Paul
    Dani Paul
    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…
    • Answered
    • 6 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Area of Steel Reqd. for Tran. Moment for Load Case ____ exceeds the Maximum Allowable for Element # ______ - STAAD.Pro Connect

    Rex Homer C.
    Rex Homer C.
    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…
    • 7 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Moment Capacity variation between STAAD result and Manual Calculation

    Parishith Jayan
    Parishith Jayan
    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…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Is UNB/UNT/UNL linked to effective length factors Ky and Kz in STAADPRO?

    Kay Thi Kyin
    Kay Thi Kyin
    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…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Partner in Athens-Greece (STAAD PRO CONNECT EDITION) for live webinar or seminar.

    Apostolos Koursaris
    Apostolos Koursaris
    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, …
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Floor Diaphragm with Temperature load

    Surya Teja Pathela
    Surya Teja Pathela
    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…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Error Staad Cargas muertas

    MARIO IVAN MANZANO ROMAN
    MARIO IVAN MANZANO ROMAN
    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…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Design of Solid slab (Conventional slabs)

    Sulaiman Ade
    Sulaiman Ade
    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…
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Dummy beam

    Sulaiman Ade
    Sulaiman Ade
    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?
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Gantry crane design

    Pasan
    Pasan
    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…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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