• 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…
    • 2 months ago
    • RAM | STAAD | ADINA
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  • 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…
    • 2 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
    • 2 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…
    • 2 months ago
    • RAM | STAAD | ADINA
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  • 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…
    • 3 months ago
    • RAM | STAAD | ADINA
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  • 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
    • 3 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • 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.
    • 3 months ago
    • RAM | STAAD | ADINA
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  • 'Checkmark' in the Toggle box disappears

    Dani Paul
    Dani Paul
    Dear Colleagues / Developers, this issue/bug (i assume) has been in STAAD for quite a while; however now that we are expecting STAAD Pro 2023, am posting this hoping that this issue shall also be addressed. The Toggle switch under the Analysis & Design…
    • 3 months ago
    • RAM | STAAD | ADINA
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  • Differnce between triangular and quad meshing

    pradeep m
    pradeep m
    Hi i have modelled plates for walls and slabs but there is a problem with beam plate connectivity, if i use parametric model with quad meshing for both slab and wall. So in order to avoid that error, I have provided triangular meshing for walls and quad…
    • Answered
    • 3 months ago
    • RAM | STAAD | ADINA
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  • BEAMS ARE NOT LOADING IN RCDC

    NAUSHAD KHAN
    NAUSHAD KHAN
    I Have created a model in staadpro and analyzed it and I also used mesh tool for slab design now after creating mesh the beams are divided into small length ..... no problem till now but when I import this model in RCDC the beams are not loading (i think…
    • 3 months ago
    • RAM | STAAD | ADINA
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  • STAAD.Pro Error line number

    Dani Paul
    Dani Paul
    Dear Colleagues, i guess you might have noticed this before. Just an observation, say if there was an error in Line #1391, we can directly jump to that respective line by double-clicking the error; however adding/removing the earlier lines…
    • Answered
    • 3 months ago
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  • Open STAAD Command GetRepeatLoadCount not working

    Desh Raj Singh
    Desh Raj Singh
    I am struggling with this Openstaad command GetRepeatLoadCount . For some reason, it is not working for me. It returns value 1 instead of the actual count.
    • Answered
    • 3 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • issue with Dynamic Zoom tool

    Dani Paul
    Dani Paul
    Dear colleagues, noticed an issue with the Dynamic tool. This tool works fine when directly accessed (View > Dynamic Zoom) and even of this tool is added in the Quick Access Toolbar also however if the tool is added inside the Quick Commands Popup…
    • Answered
    • 3 months ago
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  • 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
  • Analysis terminates without any error message

    Prantik Adhar Samanta
    Prantik Adhar Samanta
    I am using Staad Connect Edition V22 Update 12 to create a steel and RCC structure. But now I find that the analysis terminates without any error message. Please help me understand the reason behind it. The STAAD file is attached below: MASS SD.S…
    • 4 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • MY STRENGTH PARAMETER ERROR can anyone help me with this? has been 2 weeks and I dont know whats wrong already checked again, but it wouldnt solve it. I put the given data from a design to be analyzed. But, It says wrong, whats happening? Please help...

    Christanya Mewengkang
    Christanya Mewengkang
    • Answered
    • 4 months ago
    • RAM | STAAD | ADINA
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  • how to add comment in STAAD Physical Modeler

    Dani Paul
    Dani Paul
    Dear colleagues, pls advise, if there's a way to add comments in Physical Modeler (the way we do using Analytical Modeler). thanks in advance. Paul.
    • Answered
    • 4 months ago
    • RAM | STAAD | ADINA
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  • STAAD PRO connect edition to RAM connection stand alone

    Arunkumar A M
    Arunkumar A M
    Hi, We recently purchased the license for RAM connection stand alone and we are using STAAD PRO connect edition V22 Update 6 for analysis but without having an access to integrated RAM connection design found in STAAD PRO. Hence, the structural analysis…
    • 4 months ago
    • RAM | STAAD | ADINA
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  • display whole structure tool

    Dani Paul
    Dani Paul
    Dear developers, in STAAD.Pro :: this 'Display Whole Structure' tool instead of 'resetting' the view to the original isometric view, it additionally loads/toggles to the previous view state. for instance, if the earlier view diplayed the loads and…
    • Answered
    • 4 months ago
    • RAM | STAAD | ADINA
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  • I can not change RCDC units, its grayed out

    Dennise Nayely  Mendoza Hernandez
    Dennise Nayely Mendoza Hernandez
    Good afternoon I´m having trouble changing units on Advanced concrete design RCDC; I tried on RCDC Style manager but metric option is grayed out, and even if i configure the drawing units to metric in Drawing style menu after opening the project it…
    • Answered
    • 4 months ago
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  • 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
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  • 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
  • Steel Design Capacities Are The Same For Different Steel Strengths

    Ryan Hill
    Ryan Hill
    Hi, I have created a simply supported steel beam in the Physical Modeller (Connect Edition 22.11.00.156). I am designing the beam to the UK National Annex of Eurocode 3. I have attached 2 different models, the first is a simply supported steel beam…
    • 4 months ago
    • RAM | STAAD | ADINA
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  • SHEAR FORCE DAIGRAM IS CHANGED IF WE CHANGE THE BEAM INCIDENCE

    Rahul Brijpuriya
    Rahul Brijpuriya
    I MODEL A BEAM A BEAM OF 12 M SPAN IN WHICH THE SUPPORTS ARE ASSIGNED AT 8 M C/C AND REST 2.2 M FROM EITHER SIDE IS CANTILEVR , NOW IF I CHANGES THE BEAM INCIDENCE THE SHEAR FORCE DIAGRAM IS CHANGED (REVERSED) WHILE LOADING POINT IS SAME
    • 4 months ago
    • RAM | STAAD | ADINA
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  • Assign special connection for STAAD PRO CONNECT EDITION

    NELSON SALDA
    NELSON SALDA
    Can anyone assist with the following problem (STAAD PRO CONNECT ED. V22) I have to design a bridge with this kind of connection (beam elements do not collide). This consideration cause that in the STAAD model will exist a gap between bridge and columns…
    • Answered
    • 4 months ago
    • RAM | STAAD | ADINA
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