• 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…
    • 2 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…
    • 16 days 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…
    • 28 days ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • 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…
    • 28 days 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 ?
    • 29 days ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • 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
    • 1 month 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…
    • 1 month ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • 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?
    • 1 month ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • 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
    • 1 month 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.
    • 1 month 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…
    • 1 month 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!
    • 1 month 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
  • "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
    • 2 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • 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
    • 2 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • 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
    • 2 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…
    • 3 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…
    • 4 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
    • 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
  • How do select the angle between truss members?

    NAUSHAD KHAN
    NAUSHAD KHAN
    I want create a truss I chose one from structure wizard but I want a specific angle between truss members at end points (usually referred as alpha) where I can change the default settings for this?
    • Answered
    • 5 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD.Pro Progress Bar View ?

    Dani Paul
    Dani Paul
    Dear Colleagues, after some time working in STAAD, a new window/application by the name 'ProgressBarView' seems to open; however unable to select/see that (or) trace that in Task Manager; but my daily activity is not affected by that window. snaps…
    • 6 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
  • While doing design program terminates after 165 nos checking,

    Karthikeyan T
    Karthikeyan T
    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…
    • 6 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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