• STAAD.FOUNDATION

    'Run STAAD.FOUNDATION' button is missing from CONNECT EDITION See the attached images

  • Design an Underground Pit (Slab, Beam, Column, Retaining Wall, Raft) using STAAD package alone -reg.

    Dear Colleagues, Presently we use STAAD.Pro for Analysis of Structure, STAAD.Foundation for design of Isolated / Combined footings, Batch mode for Column & Beam member design; and resort to customized excels for other components. However if we are…

  • STAAD.Foundation : Calculation Sheet report for the 'First' footing only ?

    I use STAAD.Foundation Advanced CE version 9.6.0.62 - wherein i noticed that irrespective of the number of footings Anayzed / Designed - (for instance as per the snap for F9 & F22) the 'Calculation Sheet' showed only the workout of the first footing …

  • Pavement Analysis using Staad Pro

    I want to know whether "Staad Pro Advanced" can satisfactorily perform Pavement analysis. If yes, 1. what is the procedure for modelling, whether plate modelling or solid modelling should be done in order to represent each layer of Flexible pavement…

  • Always getting error in Staad Foundation

    Hi, As the title implies, I am always getting an error in Staad Foundation (release 5.3) after I run the program via Staad (20.07.11.82). The error pops up anytime when I am using the program which then force close Staad.Foundation. How to solve this…

  • Re: Isolated Footing and Pile Cap Grouping option in STAAD.Foundation

    Grouping in STAAD.foundation is used to design all footings within a group as the same size & type of footing, rather than adding them all onto a single footing. You need to create some new footings in your project and try either multiple strip footings…

  • Re: Staad foundation questions

    Answer to Q-1 . You can go to “Add Meshing region” from main navigator window. You need to activate the grid. You can choose “Using polyline” option and click on the grid to create mat boundary. Answer to Q-2 . STAAD.Pro has been fully intergrade…

  • meshing problem in Advanced STAAD Foundations

    I am facing severe problem in results generated by program with following options. 1. I generated 300X300 mm quadrilateral mesh with option of create node at support location & optimisation level 3 and 10 as internal node spacing which is default. 2.…

  • Concrete properties in Staad.foundation

    Hi, i am a new user of staad.foundation. I am doing an analysis of an existing mat foundation. I am trying to specify the concrete properties but I don't see any input area where i can do that. Does staad.foundation just assume a default value or is it…

  • How to modify Soil Bearing Factors in Staad Foundation Advance V8i V6.02 (Foundation Toolkit Module)

    Following is description of my problem I am using caption software to design combined footing using Foundation Toolkit Module. Input is been provided in all the required fields as per setup page. Now when I see output file, under design calculation…

  • Base Pressure Calculation

    How does Staadpro or Staad Foundation calculates the base pressure in an elastic mat foundation when given the subgrade modulus? My understanding is that base pressure is the designer's guide as to the actual pressure induced by the structure into the…

  • Re: Staad Foundation Report Set up

    Thanks for the update Sye I can't wait to see that version.

  • Re: Does STAAD Foundation can design footing with Uplift Loads?

    sureshprsharma : The most recent STAAD.foundation manual [.PDF] can be downloaded (at no cost) from the following link: http://docs.bentley.com/docinfo.php?doc=1037 dbombach : The Technical Reference Manual you are quoting is for an older…

  • Mat Foundation Issue

    Hello forum, I have built a large mat foundation with dead and operating loads in the x, y and z directions. I have entered the y-direction loads negatively to reflect a downward force. The mat foundation is supported with piles. I used the pile position…

  • STAAD.foundation V8i Release 5.3 is now Available

    STAAD.foundation V8i (SELECTseries 4) Release 5.3 is now available for download from Bentley's SELECT service. This release provides improved interoperability with STAAD.Pro V8i, including smart updates for changes to geometry or loads. You can read…

  • Staad foundation advance mat foundation design calculation sheet

    how does staad foundation compute for the width of the footing during Design calculation per ACI?..Formula of Rn=Mgov/0.9*Deff^2*width---what is the width in that formula?Thanks

  • Re: Staad Foundation Mat Analysis not working

    I have attached a zip of an analyzed model. See if you can analyze this one or not. If not, try analyzing a standard example provided with the software ( look in C:\Staad Foundation Advanced\Examples ... the model name is ex08_SlabDesign.afs )... If you…
    • Trial_revised.zip

  • Minimum reinforcement in foundation

    Hello, In "Design for Flexure" section, STAAD foundation calculates the minimum reinforcement based on this equation: A s min = ρ. b . d eff b : foundation width or w d eff : effective depth But ACI says A s min = ρ. b . h [ ACI 7.12.2…

  • staad foundation

    hi, have anyone design a vertical vessel foundation sitting on piles using Staad foundation select series 4. My problem is when i run the program it hangs up at "Calculating pilecap thickness". Please share some idea how get this job done. Thank…

  • ISM Material Mapping

    Hello! I am new to ISM, and am experimenting with it as a central repository for Prostructures design and STAAD Engineering data. It seems to work at first attempt, but I am having an issue with materials. It seems that the mapping of materials from…

  • Re: Mat Foundation Issue

    I am new to STAAD Foundation and am having a similar issue. My project is to put a new building on a new mat foundation which is supported by existing (unevenly spaced) piles. I want to import my building model from STADD.pro into Foundation and see how…

  • STAAD.foundation - Check for Sliding Stability

    I've noticed that the isolated footing parameters checks for overturning and sliding stability. The combined footing parameters only consider overturning and leaves out the sliding check. Is there a reason for this?

  • staad foundation steps to design footing

    Hello Everyone i am new to staad foundation so i want help about the basic steps to be followed while designing the foundation . more exactly the steps for input to design .
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