• ADDITION OF LINE LOAD ON PLATE

    Option for adding wall load (partition wall) as line load direct on slab should be added

  • Stirrup strength

    May you add an option for choosing the strength stirrups in RCDC,by default is 250 but when i want to use stirrup of 410 its not possible to change its strength in RCDC

  • FLAT SLAB, RIBBED SLAB AND WAFFLE SLAB

    May you please include the design of waffle slab, ribbed slab and flat slab in rcdc

  • RC DESIGNER

    May you please add RC Designer in the next update of Staad pro CE

  • Design of Solid slab (Conventional slabs)

    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…

  • Dummy beam

    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?

  • UC Ratio problem

    warehouse.zip wind calculation also in that folder.... try to fix this probem guys

  • Open STTAD function SelectMultipleBeams does not working in vb.net

    Dear Sir, We have been trying to select multiple beam numbers in STAAD.Pro using OpenSTAAD functions. And the .NET code is as follows, From the above picture we can see that, list of beam numbers are loaded into one dimensional array. And the…

  • Regarding deflection limitations in RCC design

    How can we restrict the deflection of beam in RCC design, Just as we can limit the deflection in steel design by giving parameter DFF ???

  • Design of Columns for Bi-axial bending in RCDC

    Dear Bentley Support Team, I recently raised an issue related to Design error in the RCDC program. The program erroneously calculates the reinforcements for the columns under bi-axial bending and reports lower reinforcements than what is actually expected…

  • Importing Models From Staad to Structural Modeler

    When importing Staad models the steel shapes are split into multiple pieces due to the fact of other members being analytically attached to them. Why is this and how can I fix this?

  • Parametric meshing - junction of two boundaries of the two model meshing

    Hi all in the attached model, it has been split into several boundaries within a outer boundary (this was done as the depth is different for each boundary. while using Parametric mesh and creating the adjacent boundary mesh, it was found that…
    • total section DL5.zip

  • Risa to Staad

    Our company recently went from Risa to STAAD, is there any way to import a RISA 3D file into STAAD other than the DXF feature? The dxf only imports the geometry and I would like to get the properties. I know you can go the other way, from STAAD to Risa…

  • Staad Foundation Advance

    I think staad foundation advance still needs to be improved. Here are some suggestions. 1- When we import load cases and combinations from staad, we have to change description of every load and load cases by selection each one by one (i.e it is primary…

  • Re: section database property developed in STAADPRO is not recognized in STAAD Offshore

    Hai Sye Thanks for your kind support. my earlier problem is solved now i came up with new problem. could u please help us. we assigned few members in our model STANDARD Circular hollow sections (CHS) european Its shows section Invalid. for ex. we assigned…

  • State-of-the-art technology in Structural Designing

    Hello to All Engineers and Reseachers! I am CEO and Founder Siarhei Arlou of Software Development little company. I am just would like to say that now is TIME FOR TECHNOLOGY REVOLUTION simply. It means that now we can have not only…
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