• non linear Cable analysis

    Tirumala
    Tirumala
    Hi, Can u explain anyone What is the meaning of REFORM 1 KGEOM 1 in non linear cable analysis what if i keep 0 instead of 1 " REFORM 1 KGEOM 0" Thanks in advance
    • 2 months ago
    • RAM | STAAD | ADINA
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  • *** 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
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  • Design of Composite structure as per Indian Code

    Vinay N
    Vinay N
    Hi Team, I want to design a Deck concrete slab with Steel frame (Composite building) for one of the Indian industrial project in Staad Pro connect edition using Indian code or American code. Please help me out on how to do and share if there are any…
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • Section Properties Not displaying in Report In Stadd Connect

    Rakesh Jain
    Rakesh Jain
    Hello Everyone ! I Have Done Analysis For Window Model Using Prismatic General Section. But While Generating Report , No Property Values i.e. Ixx, Iyy, Izz For Prismatic Section Were Displayed in Utilization Ratio Table. Please Suggest How to get…
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • COLUMN CAP CONNECTION DESIGN

    zeeshan haider
    zeeshan haider
    Moment at end of beam are 14132 Kip-in ( 1177 Kip-ft) when I design connection they moment considered are 1075.5 Kip-in (89.63 Kip-ft). why moment and forces are taken less then actual in Ram connection. Screenshot are attached.
    • Answered
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • I have a school code from our college, How do i convert student licence version to Licence version

    Rakesh Kumar
    Rakesh Kumar
    I want to convert student licence version to Licence version
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • WARNING- THE AXIAL COMPRESSIVE STRESS EXCEEDS THE EULER STRESS FORMEMBER

    Sangram Mohanty
    Sangram Mohanty
    Dear team, I am getting an error, for that I am attaching the model Steel Bldg.std please check & let me know how I can resolved this issue. And what are the things I need to keep on when I designs to avoid these types of errors. Kind regards…
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • CE UPDATE 7 VS SERIES 6

    Design Can Change The World
    Design Can Change The World
    Hello, Here I m going to the attached model of my building and my problem is that when I ran this model in series 6 and staadpro ce update 7 after the analysis I'm getting the different results of R/F. you can check out the result for beam no. 149…
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • How to design the RCC Inclined beam In RDDC ?

    Irfan Ahmad
    Irfan Ahmad
    I have a issue to design the rcc slope beam in rcdc because beam level is varying +8.5 m to 9 m and either i select +8.5 m level or 9.0 m level, rcc slope beam is not shown in rcdc . please advice how to design the inclined beam which level varying in…
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • Not a valid "Column base (CB)" joint

    Dan Calabro
    Dan Calabro
    I am attempting to assign and design gusset plate connections using Ram connection using data from a RSS model. When trying to assign a connection detail to a joint the error The joint composed by node "171" and members "120, 886" is not valid "Column…
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • STAAD Foundations Punching Shear Dcritical value incorrect

    James Pittman
    James Pittman
    Hello, I have exported the load cases from a STAAD model to a foundation model, and I have begun the design for pile caps. However, I am getting strange values for Dcritical. I have a 48" thick pile cap, and the effective depth calculation reads as follows…
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • Implemantation of amendment -2 of IS 1893-2016 in staad pro connect edition

    Irfan Ahmad
    Irfan Ahmad
    Please let me know that amendment -2 of IS1893-2016 has been updated in the staad pro connect edition. inform the version of that staad pro connect edition if updated otherwise when same will be updated .
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • The analysis of a stepped column is possible or not?

    soumyaranjan samartha
    soumyaranjan samartha
    PDF Dear communities, Please provide me the solution or method to design & analysis the STEPPED column. For the reference, I have attached the pdf file, please check it & provide me the solution. Thank you.
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • PAGE NO. 1 **************************************************** * * * STAAD.Pro V8i SE

    saurabh raghuvanshi
    saurabh raghuvanshi
    can someone solve my problem ?? "staad 2d- error " can someone slove this
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • RCDC Design Calculation Print

    rafanan maranea
    rafanan maranea
    Hi Good day! I am having a problem with the printing of my Design Calculation Report, when it is already generating the design calculation report an error message pops out. See attached. Error Translation: >> Microsoft.NET Framework An…
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • Structural Design as per IS 13920 in staad.

    Paul Shewing
    Paul Shewing
    Hello sir(s), While deigning structure in staad as per IS 13920 i got following Note in output. NOTE :- SOME OF THE BEAMS CONNECTED TO THE COLUMN NO. ** ARE NOT DESIGNED. ONLY SHEAR FORCE FROM ANALYSIS WILL BE CONSIDERED FOR SHEAR DESIGN. Please…
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • Design of Solid slab (Conventional slabs)

    Sulaiman Ade
    Sulaiman Ade
    Hello Everyone For a while, I was using an Advanced Concrete Design (RCDC) for the design of a solid slab. Today I tried to learn the RAM concept for the slab designs but I saw a design of strips that had never seen before (When I was using RCDC and…
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • Dummy beam

    Sulaiman Ade
    Sulaiman Ade
    Hello Everyone. I create a dummy beam with density=0 and E=0 (Figure.1) then I assign the beam (Figure.2) then Staad Error occurs( ***ERROR*** MATERIAL NAME MUST NOT CONTAIN ANY BLANK SPACE )(Figure.3), What is the solution?
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • How to create a cantilever slab by using the Physical modeler?

    Sulaiman Ade
    Sulaiman Ade
    How to create a cantilever slab without beams in the Physical modeler in STAAD connect edition?
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • RCDC Detailing Failure

    Kunal Jeena
    Kunal Jeena
    How to rectify this failure known as 'Detailing failure' in RCDC
    • over 3 years ago
    • RAM | STAAD | ADINA
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  • Can I design a Continuous two slabs by using RCDC STAAD?

    Sulaiman Ade
    Sulaiman Ade
    Hello Sir RCDC is designed and Detailed all the slab one by one but I want to detail all Top and Bottom Reinforcement of the two-way slab once, what should I do.
    • Answered
    • over 3 years ago
    • RAM | STAAD | ADINA
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  • How to Model complex Concrete building projects ?

    Sulaiman Ade
    Sulaiman Ade
    What is the easiest and accurate way to modeling complex and huge Concrete building projects, Including irregular elements and the shear wall? Can I model staad building planner?
    • Answered
    • over 3 years ago
    • RAM | STAAD | ADINA
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  • Nodal Displacement and Member displacement and its allowable as per BS5950

    Yashwant Naik
    Yashwant Naik
    I have modelled one simple structure in STAAD PRO and found that there are two types of displacement value in post processing. NODE and MEMBER. Which displacement shall i use for comparing with allowable displacement as per BS5950 code.
    • over 3 years ago
    • RAM | STAAD | ADINA
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  • How to simulate a building collapse on a staad pro structural design sofware.

    Mukhtar Ismail
    Mukhtar Ismail
    Please, i need your help, pls how can i simulate a building collapse on STAAD pro software, i am currently investigating the collapse mechanism of a structure and i am finding it difficult to simulate the progressive collapse using STAAD sofware, thank…
    • over 3 years ago
    • RAM | STAAD | ADINA
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  • RC COLUMN DESIGN OUTPUT IN STAAD.Pro CONNECT Edition

    Sebastián Pedraja
    Sebastián Pedraja
    Hello, I´m currently reviewing a Reinforced Building Design in STAAD.Pro CONNECT Edition and The Client asked for some information; more specifically, the Design Moments and Axial Forces for the RC Columns, so I went to look up the info in the Analysis…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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