• Staad pro steel design structure weld joint

    ankush madane
    ankush madane
    I have created one structure of square tube in which loading conditions are applied. After analysis, picture shows the displacement of udl members and vertical beam buckling. Why other supports(highlighted) do not have any reaction towards bucking of…
    • 1 day ago
    • RAM | STAAD | ADINA
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  • LOADS APPLIED OR DISTRIBUTED HERE FROM ELEMENTS WILL BE IGNORED. THIS MAY BE DUE TO ALL MEMBERS AT THIS JOINT BEING RELEASED OR EFFECTIVELY RELEASED IN THIS DIRECTION

    Karla Palma
    Karla Palma
    0726.Structure3.STD my file is about a dock with the following data: 1.- Dead Load (Po. Po.) 2.- Maximum Live Load (500 kg/m2) 3.- Instantaneous Live Load (250 kg/m2) 4.- Longitudinal X-earthquake 5.- Transverse Y earthquake f'fu = 155 kg/cm2 f…
    • 4 days ago
    • RAM | STAAD | ADINA
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  • Queries regarding Steel AutoDrafter

    Arkadip Dey
    Arkadip Dey
    Errors/Limitations: 1. Spacing between Double Angle is giving erroneous output in Steel Autodrafter, even if the units are same for both the cases. 2. Steel Autodrafter generates drawings for separate views along with Section Chart & Bill of…
    • 5 days ago
    • RAM | STAAD | ADINA
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  • LoadType Enum exposed by OpenSTAAD appears to be incorrect

    Srinivasa Rao M
    Srinivasa Rao M
    The newly introduced OSLoadUI::CreateNewPrimaryLoadEx2 (even the previous OSLoadUI::CreateNewPrimaryLoadEx ) takes an argument LoadType which essentially is an Enum. The supposed values are as shown in the snapshot (titled Supposed Values) below. Whereas…
    • 7 days ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RCDC Shear tc max failure in our model

    S A
    S A
    Hi all, i have modelled a building in staad.Pro and design rc beams in rcdc software, i have mostly shear tc max failure , plz help y this failure occurs. for example; In 3.15m level , b19 beam in rcdc, has Shear tc max failure. If concrete…
    • 12 days ago
    • RAM | STAAD | ADINA
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  • Cad Importing Error

    Chetan Mane
    Chetan Mane
    Dear Team, I am trying to import the line diagram from the DXF file which was created in Caddmate, I save the line diagram in the dxf 2000 version but this is not importing and giving me a fatal error during import. I tried saving the dxf file in multiple…
    • 13 days ago
    • RAM | STAAD | ADINA
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  • iTwin Analytical Synchronizer 2023 and Staad Pro connect Edition Version 22.05.00.131

    Caleb Anderson
    Caleb Anderson
    I'm trying to create a repository in Staad Pro but I get an error saying that I need to install a version of Structural Synchronizer that supports ISM 6.0. Does iTwin Analytical Synchronizer 2023 not support ISM 6.0? Do I need to update to the latest…
    • 14 days ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Ram Connection - Copy all parameters to another connection?

    Matthew Criste
    Matthew Criste
    Say I have a typical design for a connection, now I want to check this design with all other connection locations in my model. Is there any way to do this without having to re-type the same parameters over and over? such as copying all parameters for…
    • Answered
    • 19 days ago
    • RAM | STAAD | ADINA
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  • RAM Connection - Smart BP Design on Beam/Column end node?

    Matthew Criste
    Matthew Criste
    I have a STAAD model with a superstructure steel frame on concrete pier/pedestals, the base of the steel columns are specified with full moment release on all directions to simulate a pinned base. I am trying to run RAM Connection integrated to design…
    • Answered
    • 19 days ago
    • RAM | STAAD | ADINA
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  • How to Generate Entity Color Legend ?

    Chetan Mane
    Chetan Mane
    In one of the reports of Staad Pro. Calculation, I found the image that provided the details in the form of color legend of all the members based on Member Sizes, see the below image, How this output is produced? Please guide, Thanks
    • 20 days ago
    • RAM | STAAD | ADINA
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  • Adding supports creates instabilities

    Noel12
    Noel12
    In this model, when inclined supports are added, a bunch of instabilities are created. When the inclined supports are removed, the instabilities disappear, even though less restraint is provided to the nodes. 4544.thickener.STD
    • Answered
    • 22 days ago
    • RAM | STAAD | ADINA
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  • 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
  • Deflection

    Angelo Peredo
    Angelo Peredo
    Hello, Guys! I have added the TRACK 2 command along with the DFF to see the in-depth details of deflection. May I know if this, please see attached picture, can be seen somewhere in the postprocessing? Also, how can I get the deflection of the entire…
    • 1 month ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STIFF parameter comments in AISC 360-16

    santhosh sivanandam
    santhosh sivanandam
    I m using STIFF parameter comments in AISC 360-16. How can I check the distance between transverse stiffeners is adequate in the plate girder design? In TracK 2 results unable to find out.
    • 1 month ago
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  • Issue with Wood Roof Frame w/ Tie Beam Model - Large Displacements?

    H B
    H B
    I'm new to STAAD and attempting to model a simple roof frame for a 1-story home with a tie beam. For some reason I am getting exceptionally large displacements (52") even though my loading is pretty light (dead, snow, wind) total of ~100plf max. Of…
    • 1 month ago
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  • Pin, Fixed Support of Continuous Beam

    Tharindu Premachandra
    Tharindu Premachandra
    I mI modelled a continuous bus bar with 11 spans. The support arrangement was start and end with pin supports while alternatively using fixed supports. In the beam results, pin supports also indicate a moment. I have assigned UDL to all beams in GY and…
    • 1 month ago
    • RAM | STAAD | ADINA
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  • How to determine the max axial and shear force in multiple Members

    Superstar123
    Superstar123
    I am creating a list of forces with their max axial and shear forces. See below for example of this table : Is there a way for Staad to compute a similar table? Or at the very least use a simplified way of getting these values? Please help. I have…
    • 1 month ago
    • RAM | STAAD | ADINA
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  • Why specifications and loads are break in several part

    Rahul Brijpuriya
    Rahul Brijpuriya
    Some times STAAD brakes the loads specification like releases, Truss Property parameters brakes in several part and even after merging this problem not solved , How to get rid of the problem ?
    • 1 month ago
    • RAM | STAAD | ADINA
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  • Response Spectrum

    Tek Ping Yong
    Tek Ping Yong
    Dear Sir/Madam, Fyi, below image is the assignation of response spectrum in Z direction In my structure, I've purposely assigned one node (Node 9) between beam 5 & 9. (Refer to image below) And I've modelled beam 8 without midpoint node assigned…
    • Answered
    • 2 months ago
    • RAM | STAAD | ADINA
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  • Pedestal

    Angelo Peredo
    Angelo Peredo
    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…
    • 2 months ago
    • RAM | STAAD | ADINA
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  • CONNECT V12 Update to STAAD PRO 2023

    Angelo Peredo
    Angelo Peredo
    Hello! I am currently using the STAAD. Pro V12 and I just figured out that there is the latest build of STAAD.Pro which is 2023. Is there a feature in the app that facilitates in-app updates? Or should I have the V12 uninstalled?
    • 2 months ago
    • RAM | STAAD | ADINA
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  • mat foundation for a tank

    abo lowa
    abo lowa
    Hello every one I'm trying to design mat foundation for a tank and the analysis result shows 0 moment in x and y. can anyone help me? I attached the file of staad to check it. Thank you
    • 2 months ago
    • RAM | STAAD | ADINA
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  • THE MEMBER 1 CAN NOT BE DESIGNED FOR BENDING AS THIS VERSION DOES NOT SUPPORT THE SELECTED SECTION, SELECT ANOTHER TYPE OF SECTION

    Angelo Peredo
    Angelo Peredo
    Why this keeps appearing, Guys? I got the same warning for HSS Rectangle standards. Can somebody help me please.
    • 2 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RAM Connection Integrated

    Angelo Peredo
    Angelo Peredo
    Hello! I am a civil engineering student and I am having a hard time figuring out what type of connection STAAD Ram will be able to provide for truss structure like this one? I prefer to have those members be connected using a side-to-side plate. Please…
    • 2 months 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
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