• Area of Steel Reqd. for Tran. Moment for Load Case ____ exceeds the Maximum Allowable for Element # ______ - STAAD.Pro Connect

    Rex Homer C.
    Rex Homer C.
    Good day. I was analyzing a model and designing the plates I made at STAAD.Pro Advanced Connect Edition 22.00.00.15. After the run analysis, the result gave the above notice on several plate elements I had. I modeled the plate elements using parametric…
    • 7 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • 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
  • STAAD Advanced Concrete design: text schedule font problem

    Marie Joy Yamauchi
    Marie Joy Yamauchi
    Good day, people! I just wanted to ask re: printing of text schedule in STAAD RCDC. When I print the text schedule, I can't read the reinforcement details because they're all in symbols. How do I fix this? Thank you in advance!!!
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • How to design this RC cantilever beam?

    kadiem alqazzaz
    kadiem alqazzaz
    How to model, analyze, and design this reinforced concrete cantilever beam using Staad Pro?
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Primary and Secondary beams Intersection vs merge

    Sulaiman Ade
    Sulaiman Ade
    Hello Everyone Which is better to intersect the primary beam and secondary beam (Figure1), or Merge the primary beam to be one (Figure2)?
    • Answered
    • 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
  • 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
  • Staad RCDC Beam/column are missing

    Chris Johnson
    Chris Johnson
    I am new to staad and my analytical model is completed. But whenever I try to launch staad RCDC to design beams or columns I get the message "Beam/columns are missing". Any clues on what's going on ?
    • Answered
    • over 4 years ago
    • RAM | STAAD | ADINA
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  • 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
  • ***ERROR*** WRONG STRENGTH PARAMETER PROVIDED.

    Mathew Treneman
    Mathew Treneman
    Hi, I am using STAAD.Pro CONNECT Edition V22. The concrete structure was original modelled in revit 2018 and transferred to Staad through ISM. When the solver is run, I receive a error message ' ***ERROR*** WRONG STRENGTH PARAMETER PROVIDED'. Attached…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Pipe in boxculvert stress analysis

    Rifel Landong Pordiman
    Rifel Landong Pordiman
    First of all, I would like to let you know the objective of the subject is not pipe stress analysis result (as in other pipeline/piping software). I would like to ask for structural analysis related to pipe (pipeline) located in boxculvert. I need an…
    • Answered
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • The design parameter for concrete is set as 250kg/cm2 but when i double click elements it shows a value of 280 kg/cm2

    Sebastián Pedraja
    Sebastián Pedraja
    Hello everyone, I´m designing a small concrete storage but I have an issue with the concrete strength I created a new material in order to assign a strength parameter of 250 kg/cm2, however when i double-click one of the elements it shows that the design…
    • 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
  • Volume of concrete and steel.

    SUBHRAJYOTI NATH
    SUBHRAJYOTI NATH
    Hi In my STAAD.Pro output result the volume of concrete and steel is not there. Please help me. Thanku
    • over 5 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Concrete design parameter FC for EC2 code. Characteristic or design value to enter?

    romkeris
    romkeris
    Hello, I need help with concrete design parameter FC for EC2 code. It's not clear - is it characteristic or design value? Is it characteristic cube strength Fck,cube from EN 1992-1-1?
    • over 11 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • FEA 2 Way Concrete Slab

    sinkenbh
    sinkenbh
    I am currently modeling a 2 way slab in STAAD.Pro and I was wondering if anyone new of a good way to verify the validity of the model. Thanks, Hillary
    • over 14 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Re: information

    Seth Guthrie
    Seth Guthrie
    I don't think you are going to find much. The documentation for the two programs is probably the best thing you will find, and that's not specifically geared towards the Indian codes. It's one of those things where learning by trial and error is fast…
    • over 13 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Please Check the defects in Staad design and Give a solution

    rohitsingh123
    rohitsingh123
    Hi m Rohit. I was designing a 2 storey house usind Staad and after analysis found many errors in the staad results. so please Check the defects in the attached Staad design file and Give a solution. also check if the column positioning is correct or not…
    • STAAD HELP 1.std
    • over 9 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Designing with Solids in STAAD

    JVeldorale
    JVeldorale
    Hello! This is the first time I've tried to use solid elements to design in STAAD, and I'm finding them quite confusing. I'm trying to model a large vertical solid concrete support pier in water. I created my model using solids for the pier. The…
    • over 13 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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