• 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…
    • 2 months 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…
    • 2 months ago
    • RAM | STAAD | ADINA
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  • 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
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  • 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
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  • 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
    • 2 months ago
    • RAM | STAAD | ADINA
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  • 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…
    • 2 months ago
    • RAM | STAAD | ADINA
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  • 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
    • 2 months ago
    • RAM | STAAD | ADINA
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  • 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
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  • 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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  • 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
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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
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  • STAAD Pro, MBZ

    hussain arshad
    hussain arshad
    In my STAAD Pro. Connect Edition, MBZ value shows differently with just a change in member length while the Mz, Fx, My and all other parameters remains same. Need help on this please.
    • 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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  • Modeling a Structure with Wall shear

    Francisco Cartagena
    Francisco Cartagena
    Hello, I hope you are very well. 1. Why when I make models with walls (modeled with plates) and I do a spectral modal analysis with the IS1893 2002 standard, the participating mass of the modes does not reach 90% quickly, I have to place about 200 modes…
    • 3 months ago
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  • Coffee Corner: Dealing with Tension/Compression members in Response Spectrum Analysis

    DSANJU
    DSANJU
    Tittle: Coffee Corner: Dealing with Tension/Compression members in Response Spectrum Analysis Tuesday, June 27, 2023 | 11:00 A.M. IST Presenters: Sanjib Das, Global Technical Support Manager Shreyanka Bhattacharjee, Global Technical Support Group…
    • 3 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Announcements Forum
  • WARNING- Deflection check of member # 11 will not be performed as DFF value not provided.

    Vivek Verma
    Vivek Verma
    I am getting this warning: WARNING- Deflection check of member # 11 will not be performed as DFF value not provided. I am sharing the input command. Please provide your view. STAAD SPACE START JOB INFORMATION ENGINEER DATE 15-May-23 END JOB INFORMATION…
    • 3 months ago
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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
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  • Orientation of the Plate elements extracted from Staad Foundation Advanced

    Nitish Kumar Durgesh
    Nitish Kumar Durgesh
    Hi, is it possible to control the local x axis and y axis orientation of the plate elements extracted from the SFA. Because when staad file is extracted from SFA the Local z orientation is consistent but the x and y are not. when the orientation of…
    • 3 months ago
    • RAM | STAAD | ADINA
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  • Want to abstain STAAD.Pro CONNECT Edition Licensing dialog box.

    Abhisek M
    Abhisek M
    Applies To Product(s): STAAD.Pro Version(s): Connect Edition Environment: ALL Area: General Solutions Subarea: Configuration Settings Original Author: Aaradhya Rahate…
    • 4 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • Creating an archive of the analysis files

    Abhisek M
    Abhisek M
    Applies To Product(s): STAAD.Pro Version(s): Connect Edition ( 21.00.00.57 and up ) Environment: ALL Area: General Solutions Subarea: General Information Original Author…
    • 4 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • STAAD PLANE - what are the assumptions

    Abhisek M
    Abhisek M
    Applies To Product(s): STAAD.Pro Version(s): All Environment: N/A Area: General Solutions Subarea: General Information Original Author: Bentley Technical Support Group…
    • 4 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • Tension only Specification.

    Dixit Patel
    Dixit Patel
    I have assigned Tension only command to bracing element, but still they are failing in compression forces. The combinations are load combinations. When I use repeat load then bracing are designed as tension only. Is there a way by which using load combinations…
    • 4 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • AUTOMATIC LOAD COMBINATIONS

    Rahul Brijpuriya
    Rahul Brijpuriya
    IF I HAVE TO LIVE LOAD LIKE ONE IS ROOF LIVE AND OTHER IS LIVE LOAD THEN STAAD IS NOT TAKEN ACCOUNT TO THE ROOF LIVE IN THE COMBINATIONS IT IS TAKING ONLY LIVE IN THE COMBINATION PLEASE LOOK OUT IN THIS MATTER
    • 4 months ago
    • RAM | STAAD | ADINA
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  • STAAD - Checkout License

    Harry  Colar III
    Harry Colar III
    Hi Bentley forums, I want to ask something about this issue. does anyone know what causes this? there are still 4 licenses available but i am not able to checkout one. please help. Thank you.
    • 4 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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