• 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
    • RAM | STAAD Forum
  • 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
    • 5 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • 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…
    • 5 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • 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
    • 5 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • 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
    • 5 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
  • 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…
    • 5 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • 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
    • 5 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • 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
    • 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
  • Displacement too important at node 3 (bent member)

    David Archambault
    David Archambault
    See attached STAAD files. At node 3, the deflection is way too high and I can't find the reason. I suppose there's an issue since beams 5,6,7 and 12 are one member, but is bent. Not sure who do models this without causing issues ! Suspended_Bentley.S…
    • 5 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Staad Connect Editor decimal issue

    Saif M
    Saif M
    Greetings, I have been working on a model on STAAD Pro Connect Edition, I noticed that after updating the geometry in graphical view, the values in input editor are rounding up to max two decimal places as shown in picture attached. For Example…
    • 5 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Joint Displacement & Section Displacement

    Dani Paul
    Dani Paul
    Dear Colleagues, (i'm not sure if anyone has earlier raised the same query, if so please guide me to that respective post) 1) it can be noted that while checking for column deflection against DFF 200, the actual deflection is shown as 0.101m - is…
    • Answered
    • 5 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RCDC column design discontinuity?

    Dani Paul
    Dani Paul
    Dear Colleagues, i didn't face this issue with the earlier structure, however in this model (with stub columns) I'm having trouble with designing columns in RCDC. 1) for instance, though my C2 column ranges from 98.5 -> 100.3 -> 105.3 - but the design…
    • Answered
    • 6 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
    • 6 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Beam-Girder Horizontal Angle issue RAM Connection

    Beau Carlo Caesar Marifosque
    Beau Carlo Caesar Marifosque
    Hi! I was trying to design a connection using Connection Design in STAAD Pro for my project. However, it cannot create a link to other beams it is supporting since I am working on the ramp design of 2-story parking. This is what I got: Please help…
    • 6 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Diagonal decay at joint 52 and 60

    David Archambault
    David Archambault
    I'm having an issue with my model, there's is a diagnoal decay at joint 52 direction Mz and joint 60 direction Mx and i can't find the issue. I've tried to find information about this error, what could it be ? Thanks BentleyRev1.STD
    • Answered
    • 6 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Wind Load on Tapered Section -reg.

    Dani Paul
    Dani Paul
    Dear Colleagues, current version : STAAD.Pro CONNECT Edition - Version 22.12.00.142 there was a situation where we had to find out the lateral forces due to wind on a light pole (tapered profile) and provide suitable support for the same. Wind was…
    • 6 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
  • STAAD.Pro Error: Joint No 0 does not exist. Can anyone help?

    Simon
    Simon
    design-4 (edited).STD Here is the STD file for investigation.
    • 7 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Do we release the moment in the z-direction of beams supported by cantilever beams? Say on balconies.

    Simon
    Simon
    Considering the figure, with beam no. 162 the secondary beam and beams no. 160 and 161 the cantilever beams. Do we release Mz for beam no. 162?
    • 7 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • How to apply soil load to retaining wall in STAAD?

    Simon
    Simon
    I want to apply a lateral soil load to a structure below grade in STAAD. I modeled the retaining wall as a plate. How do I go about doing this?
    • 7 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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