• Does STAAD.Pro CONNECT Edition and all the workflow components work with the new Windows 11 OS?

    darban jul
    darban jul
    Windows 11 is the latest operating system from microsoft. Does STAAD.Pro CONNECT Edition work on windows 11?
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Infinity error is coming in the design.

    soumyaranjan samartha
    soumyaranjan samartha
    Dear Communities, Greetings! Find the attached updated model with a wide plate beam at a particular location (WPB 700x300x300.1 ). Also find the updated list of the section used in the model for your reference. Note:- Please ignore the utilization…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • 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
    • RAM | STAAD Forum
  • 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
    • RAM | STAAD Forum
  • MOMENT DISTRIBUTION IN STAAD Pro FOR PARTIALLY RELEASED BEAMS

    Robin Thomas
    Robin Thomas
    How does Moment distribution and release for beams work in STAAD Pro ? While designing Secondary Beams, I’m generally releasing the moments MX, MY, MZ to a 100% at their ends. If I keep the ends fixed, I get a hogging moment say ‘ X ’ kN-m at the…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Can I Reduce Development length of bars in the beam by using RCDC

    Sulaiman Ade
    Sulaiman Ade
    Hello Everyone How can I reduce the development length bars in the beam (Figure 1-1), I'm running to get a result like this beam (figure 2-1) Figure 1-1 Figure 2-1
    • Answered
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Mton/Cm to Kn/m

    Sulaiman Ade
    Sulaiman Ade
    How do I change Mton/Cm to Kn/m
    • Answered
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Similar models showing very different results (Beam end forces, displacements, base pressure...)

    Sebastián Pedraja
    Sebastián Pedraja
    Hello, I´m designing two small guardhouses in STAAD.Pro V8i SS5, both are RC structures with slab foundations, they are almost equal in principal geometry, loading and sections, the only thing that changes considerably from one model to the other is the…
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Eurocode with German NA

    Nirav Thakkar
    Nirav Thakkar
    Hello, Currently, I am using STAAD pro Connect edition's latest version. Following are question mainly targeting of RCC and Steel structure design in STAAD Pro and in other Bentley tools per Eurocode with German N ational Annex (NA). 1. Can…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Error while importing dxf to section wizard in Staad Pro from AutoCAD

    Daisy Shah
    Daisy Shah
    I am analysing an RCC box girder for which some peculiar tapered sections have to be created. I created a tapered rectangular section in AutoCAD 2014. I used polyline to create the 2D and then extruded it to make it a solid 3D section. Now when I import…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • how to get the loadings details in report????

    arul mani
    arul mani
    I have got my report, but there is no loading details like dead load, Wind loads and all... In report settings i have added Loadings, but its not showing.... Wt to do???? i want to see other load details. How to get that details?
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • How to solve Detailing failure of Beam in Staad RCDC?

    Tapon Chakrabarti
    Tapon Chakrabarti
    I am working of a factory building, area of (119578*46422) sq.mm . Its holding Live Load of 130 psf . Columns 20 Nos. in long & 8 Nos.in short direction Dead Load is of Main wall(0.8353 ksf)+Partition wall(0.363 ksf)+Floor Finish(0.03 ksf)+Self…
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Concrete design tab in 21.00.02.30 and units of output viewer

    dImeNsiOnFifTh
    dImeNsiOnFifTh
    In the latest STAAD connect edition, why does the concrete design tab not show up in the properties of any selected beam although I have assigned concrete design command? It's easier to see the number and sizes of bars required rather than reading the…
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Getting error while checking concrete design.

    Sandesh Dhopari
    Sandesh Dhopari
    Dear Abhishek sir, Please check attached Snap-11 & Refer staad model. I was getting error while checking concrete design in beam(Beam 1697,1699,1701 &1730) . please check & suggest s BLOCK(18-04-18).STD uitable solution.
    • Answered
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • WARNING:Section fails while designing section: 0.0 mm Nominal shear force exceeds tauc_max limit

    Sandesh Dhopari
    Sandesh Dhopari
    Dear sir, I was getting error as WARNING:Section fails while designing section: 0.0 mm. please guide what I done wrong in model or Loading application. STAAD SPACE START JOB INFORMATION ENGINEER DATE 13-Feb-18 END JOB INFORMATION INPUT WIDTH…
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Does STAAD design for CONCRETE SPECIAL MOMENT FRAME as per ACI 318M-11 ??

    Sanjay Kumar
    Sanjay Kumar
    Hi, 1. Does STAAD take into account the ductile detailing provisions of CHAPTER 21 of ACI 318M-11, while arriving at the reinforcement area and stirrup area ?? 3. If those provisions are available, how does STAAD identify a SMRF or IMRF or OMRF in…
    • Answered
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RE: conceiled beam design

    Allan Bommer
    Allan Bommer
    Hi Mast, ACI 318 - 11 section 8.7 provides some vague guidance for you. ACI 318-14 (public draft available early in May) provides some more details on analysis, but probably still won't answer your question. In these cases, you need to think about…
    • over 9 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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