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  • Response Spectrum Analysis & Design Forces Problem for Shear Wall Design in RCDC

    Hi everyone, I have faced a problem importing analysis forces from Staad Pro to RCDC for a shear wall example. I have performed seismic analysis by using the response spectrum method for a box-shaped and cantilever shear wall in StaadPro. I can determine…
  • Stuck at Beam Continuity Detection

    Version: RCDC V2023 Stuck at this operation. This topic is in line with my previous issue about the "object" error. I tried experimenting on the workaround of that issue, I tried beams as plates w/ no beam elements and no columns, and beams as plates…
  • STAAD Model became unusable after updating the latest RCDC. All beam designs now on all levels caused an error. "object error".

    4454.STD
  • RCDC not recognising Dummy beams

    Hi I have made use of DUMMY beams with size of 0.01mm * 0.01mm. Unfortunately RCDC does not detect those dummy beams. I wanted to design cantilever slabs that is possible only if the DUMMY are getting detected.
  • Direct linking RCDC to Etabs

    Applies To Product(s): STAAD Advanced Concrete Design Version(s): Connect Edition Environment: Area: Concrete Design Subarea: General Original Author: Ranjana, Bentley…
  • RCDC

    WHAT IS THE MEANING OF 2-T8@115 C/C IN COLUMN DESIGN DUCTILE LINKS SECTION. REF. SCREENSHOT. /resized-image/__size/1920x1080/__key/communityserver-discussions-components-files/5932/0116.Screenshot-2022_2D00_07_2D00_16-140850.png
  • RCDC can import only the database *.accdb created from any version of ETABS.

    Applies To Product(s): STAAD Advanced Concrete Design Version(s): Connect Edition Environment: Area: Concrete Design Subarea: General Original Author: Ranjana, Bentley…
  • RCDC General

    Applies To Product(s): STAAD Advanced Concrete Design Version(s): Connect Edition Environment: Area: Concrete Design Subarea: General Original Author: Ranjana, Bentley…
  • Design calculation reports can be exported in Excel format.

    Applies To Product(s): STAAD Advanced Concrete Design Version(s): Connect Edition Environment: Area: Concrete Design Subarea: General Original Author: Ranjana, Bentley…
  • Force considerations from different Analysis software like STAAD to RCDC, ETABS to RCDC and RAM-SS to RCDC.

    Applies To Product(s): STAAD Advanced Concrete Design Version(s): Connect Edition Environment: Area: Concrete Design Subarea: General Original Author: Ranjana, Bentley…
  • PostgreSQL Database Restoration

    Applies To Product(s): STAAD Advanced Concrete Design Version(s): Connect Edition Environment: Area: Concrete Design Subarea: General Original Author: Ranjana, Bentley…
  • 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…
  • Unable to import the Etabs 2019 Model

    Applies To Product(s): STAAD Advanced Concrete Design Version(s): Connect Edition Environment: Area: Concrete Design Subarea: General Original Author: Ranjana, Bentley…
  • RCDC create "Text Schedule" with unrecognizable characters.

    Applies To Product(s): STAAD Advanced Concrete Design Version(s): Connect Edition Environment: Area: Concrete Design Subarea: General Original Author: Ranjana, Bentley…
  • Shear calculations in RCDC is limited to 415 N/sqmm

    Applies To Product(s): STAAD Advanced Concrete Design Version(s): Connect Edition Environment: Area: Concrete Design Subarea: General Original Author: Ranjana, Bentley…
  • Ductile detailing of beams columns without increasing cross section.

    Applies To Product(s): STAAD Advanced Concrete Design Version(s): Connect Edition Environment: Area: Concrete Design Subarea: General Original Author: Ranjana, Bentley…
  • RCDC unable to read load combinations if added in analysis file .

    Applies To Product(s): STAAD Advanced Concrete Design Version(s): Connect Edition Environment: Area: Concrete Design Subarea: General Original Author: Ranjana, Bentley…
  • To design a building for repeat load cases from STAAD in RCDC.

    Applies To Product(s): STAAD Advanced Concrete Design Version(s): Connect Edition Environment: Area: Concrete Design Subarea: General Original Author: Ranjana, Bentley…
  • RCDC not detecting my Shearwall

    Why RCDC not detecting my shearwall can someone help please I need to finish the design of my shearwall for my thesis project. Thankyou. Version: RCDC CONNECT Edition V11 Update 2 5 Story School Building.STD
  • Beam Group count on selected levels are different

    Thesis Final Design (2).STD Staad to RCDC Beams - Beam Group count on selected levels are different
  • Access Runtime Driver ( Error of "Unable to read analysis data" in RCDC)

    Applies To Product(s): STAAD Advanced Concrete Design Version(s): Connect Edition Environment: Area: Concrete Design Subarea: General Original Author: Ranjana, Bentley…
  • Story forces and Story drifts data are missing when importing .accdb file into RCDC.

    If Story Drifts and Story Data are missing when trying to open .accdb file generated from Etabs into Rcdc .Then try the below steps : 1) Check if the story drifts and story forces tables are blank , also check if the data in the story drifts and story…
  • STAAD RCDC, Ductile shear calculation in beam design as per IS code

    Issue 1: In RCDC, for Beam ductile design using IS code, how is the ductile shear being calculated? I have referred to RCDC help file as well as RCDC Beam FAQ (Q.31) given in the link below. https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki…
  • RCDC L BEAM ORIENTATION ISSUE

    hi, i have an issue that i have model L beam(b=500,depth=320,slab thickness=150) in user table in staad (beam no:25 in my model)and while designing in RCDC i seen that beam orientation have changed to b=320,depth=500mm in input and design table why…
  • SLAB LOAD COMBINATIONS ARE NOT LOADED IN RCDC

    Hello, I have modeled a wall that rests on a slab on four beams and when going to the RCDC I do not see the option of being able to load the slab with the load combination created in STAAD, which is, by the way: All I see in RCDC is this: Instead, as…