• 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
  • Creation of projected plan drawing for inclined plane

    Abhisek M
    Abhisek M
    ​ Applies To Product(s): STAAD.Pro Version(s): Connect Edition Environment: ALL Area: STAAD.Pro Support Solutions Subarea: Steel AutoDrafter workflow …
    • 16 days ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • 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.
    • 23 days ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • 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…
    • 24 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
  • Installation of several STAAD.Pro versions on the same machine

    Payel
    Payel
    Applies To Product(s): STAAD.Pro Version(s): All Environment: N/A Area: Installation and Performance Solutions Subarea: N/A Original Author: Modestas Turulis, Bentley…
    • 1 month ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • 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
    • 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.
    • 1 month ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Reading 150mm x150mm column in RCDC

    Abhisek M
    Abhisek M
    Applies To Product(s): STAAD Advanced Concrete Design Version(s): All Environment: N/A Area: Concrete Design Subarea: Column & Shear Wall Original Author: Abhisek Mandal…
    • 1 month ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • 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
  • 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
    • 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
  • Staad Analysis- Exception Access Violation Raised, Aborting Analysis

    MHE_ PAVAN TIKATE 3329
    MHE_ PAVAN TIKATE 3329
    While doing Staad Analysis Error- “Exception Access Violation Raised, Aborting Analysis” has occurred. MEMORY 200 STAAD SPACE START JOB INFORMATION END JOB INFORMATION SET NL 1060 INPUT WIDTH 79 Has been given in input. Still problem is…
    • Answered
    • 1 month ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Control/Dependent or Rigid Link for Walls

    Ryan Hill
    Ryan Hill
    Hi, I am using the Physical Modeller of STAAD Pro Connect Edition V22 Update 12. I have a wall that is shaped as follows. It is thicker on 1 part than the other. I have modeled the different thicknesses of the wall as 2 separate surfaces at the…
    • 1 month ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • not able to generate floor load due to shear wall

    Praveen Oswal
    Praveen Oswal
    this is plan i am able to generate floor load after creating the RCC wall. is my shear wall correct? Type_V trial-R3.std pls solve
    • Answered
    • 1 month ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Rgarding staad pro CE

    Pankaj Tiwari
    Pankaj Tiwari
    1.0 In staad why I am getting more reinforcement in top column (See bemm no. 76 & 77) see the attached model. 2.0 What parameter need to use so that reduction factor is not considered in design calculation because as per is 1893-2016 it is only use…
    • 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
  • Design of ground supported slabs

    Arvin Sethi
    Arvin Sethi
    I am trying to design a ground supported slab using RCDC and i keep getting this error. what is the work around. Thanks in advance
    • 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
    • RAM | STAAD Forum
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