• 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
    • RAM | STAAD Forum
  • 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
  • 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
    • RAM | STAAD Forum
  • 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
  • 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
    • RAM | STAAD Forum
  • 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
    • RAM | STAAD Forum
  • 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
    • RAM | STAAD Forum
  • 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
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  • 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
  • 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
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  • "DEFINE" COMMANDS FOR LOAD GENERATION SHOULD BE PROVIDED BEFORE SPECIFYING PRIMARY LOAD CASES.

    Angelo Peredo
    Angelo Peredo
    Tell me how can I get rif of this error please. DEFINE UBC ACCIDENTAL LOAD ZONE 0.4 I 1 RWX 3.5 RWZ 3.5 STYP 4 CT 0.0488 NA 1.2 NV 1.6 SELFWEIGHT 1.1 UNIT METER KN DEFINE WIND LOAD TYPE 1 WIND_PEDESTRIANBRIDGE <! STAAD PRO GENERATED DATA DO NOT MODIFY…
    • Answered
    • 2 months ago
    • RAM | STAAD | ADINA
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  • OpenSTAAD Axial Force Macro Problem

    Ryan Hill
    Ryan Hill
    Hi, I have created a macro to extract bending, shear, and axial forces from STAAD. The forces are correct, but I am having an issue with the "Location of Max Axial Force" outputs. Please see attached screenshots. The macro is reporting that the…
    • Answered
    • 3 months ago
    • RAM | STAAD | ADINA
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  • STAAD's Displacement

    Angelo Peredo
    Angelo Peredo
    Is this a normal displacement in STAAD.Pro Connect Edition? I am designing a pedestrian footbridge and I happened to encounter this displacement in a certain load case?
    • Answered
    • 3 months ago
    • RAM | STAAD | ADINA
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  • Response Spectrum Analysis & Design Forces Problem for Shear Wall Design in RCDC

    Ali Riza Yikilmaz
    Ali Riza Yikilmaz
    Hi everyone, I have faced a problem importing analysis forces from Staad Pro to RCDC for a shear wall example. I have performed seismic analysis by using the response spectrum method for a box-shaped and cantilever shear wall in StaadPro. I can determine…
    • Answered
    • 3 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • No uplift while doing Response Spectrum Analysis

    Justin J
    Justin J
    While analyzing a structure for response spectrum seismic loading the response(base reactions, member end forces, etc.), comes to be in absolute value. This is due to the fact that the responses coming out of several modes are combined by using some predefined…
    • 4 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Designing Flat Bars

    Ryan Hill
    Ryan Hill
    Hi, I have created a model in the Physical Modeller. The structure I am designing has 50x8mm flat steel bars. As this type of section is not available in the section database, I have added a generic section to my model. I have around 10 of these sections…
    • 5 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • how to do adjacent loading where qk and gk is in the two middle span while only gk in the left and right span (staad pro analytical modelling)

    Muhammad Luqman Che Lah
    Muhammad Luqman Che Lah
    • 5 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
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