Hi, I am modeling a house and created "L" section beams with the User Table Manager. It turns out that the model runs correctly, but when I go to RCDC, some of the beams are rotated 90°, as you can see in the following image: I cannot find the error…

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

Dear sir, Regarding Ductile design of RCC columns using RCDC, We have some questions as follows: As per the relevant clauses of IS 13920 (2016), Two types of ‘Joint checks’ have been introduced. They are – 1) Relative Moment Strength at Joint, 2)…

In rcdc after load combination > add from analysis it is showing ....minimum one dead(vertical) load combination is required ... What to do

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…

Hi, I am facing error in RCDC stating ERROR IN CREATING DESIGN CALCULATION. I am using latest version of RCDC 11.02.00.200 can you pls help me to rectify this.

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

Thesis Final Design (2).STD Staad to RCDC Beams - Beam Group count on selected levels are different

my 23 columns fails at the same height STAAD RCDC FILE ~~> https://dropmb.com/SxTKW

An error is showing while updating the column design in RCDC as shown below. please provide the solution .

Hello, thanks for your time and support that it is always great. current license is STAAD.PRO (normal) The company where I am working is thinking about RCDC (Advanced Concrete Design workflow) design scopes because we need to performance RC design…

Hi, I am unable to use joint check option in ductile column design in RCDC. The option is greyed out. Refer to screenshot below. What could be the possible reason for it. Note: I already have run and designed all the beams in the model. /resized…

Hello sir, When i designed the column in RCDC, the reinforcement was not matching with staad but forces are matching please solve my problem.

Dear Bentley, We have been trying to validate RC footing design as per IS 456:2000 using RCDC to use in a MEGA project. While checking we found following issues:- SL.NO. ISSUES REMARKS 1 RCDC assumes the support reactions from…

Dear Bentley team, I encountered an issue regarding crack width calculation in RCDC with ACI 318M-14 code, described as follows: Refer to the outputs attached below. The considered beam is B5 and Zone is Top right. When beam is designed with permissible…

Bentley Team, How is the effective depth for beam being calculated for a beam with two or more numbers of layers in RCDC software? Please provide the basis and validation for the same. I could find some formula related to effective depth in FAQ…

Dear Bentley team, We have been trying to validate RC slab design as per IS 456:2000 using RCDC software. We planned to use your RCDC software in our Mega size Projects. While checking we found following issues in RCDC:- Design moment & shear…

Hi, I have been trying to validate my RC slab design as per IS 456:2000 using RCDC software. While checking i found following issues in RCDC:- Design moment & shear are on higher side - As per IS 456:2000, effective span of slab (calculated as…

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…

1447.Structure6.STD

While designing open foundations, if water table is at ground level and foundation bottom is below ground level, I have got a question which does not match the fundamental principle of loading. Question : I have designed an open foundation where foundation…

Hi , I am Trying to make Group Column in RCDC of same Size, Grade of concrete, Steel and of same bars but it is showing error. Please check it.

Hi, I am analyzing one building model in STAAD and RCDC and I am getting difference in the Ast (required) in STAAD and RCDC Result. Please help me to know the reason behind it ? Column no 64 in STAAD corresponds to Column No C21 in RCDC - Ast…

Dear Sir, Kindly assist, how rectify this bottom additional rebar length issue in RCDC