Can i design a pile cap with more than 6 numbers in 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

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

Is there any article that would cite the meanings of the different failures in RCDC It is difficult to know which part of the member to adjust since calculation is not provided for failed members. Failures such as: TOP: BM-detailing Shear Det…

Hello, I would like to design with supports on both sides. I designed columns first in RCDC V10, then my etabs analysis fie (tables to access file) is used to design beams floor by floor. I am designing ground floor beams first. When I import the file…

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!!!

I'm Designing a Two-way solid slab (Slab on beams) from Staad pro to RCDC. What is the Imposed Load of RCDC? Does it mean the self-weight of a slab or Floor Finishing load?

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…

How to rectify this failure known as 'Detailing failure' in RCDC

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

Hello Sir RCDC is designed and Detailed all the slab one by one but I want to detail all Top and Bottom Reinforcement of the two-way slab once, what should I do.

How do I change Mton/Cm to Kn/m

H, I do not see the documentation for importing ETABS2018 MDB to RCDC. The help menu is essentially blank for this topic. Can you please provide me a link to the documentation?

when i open mdb file of etabs 16 and designing beam its shows "minimum 13 stations are required for beam" what is the meaning of this?

unable to read analysis data from .mbd file in RCDC 9.0 from etabs 18.1.1 and etabs 16.2.1 also can not import edb file see the screenshots

Hi, As per title, I just want to make sure that if I have seismic loads the Design Calculation in RCDC will already consider seismic reinforcement. If it doesn't please advise. I'm using ACI 318-14 as my code. Thank you.

I get this error while importing my staad file into staad advanced concrete design, earlier there was no error now every model while importing into staad rcdc gives this error "columns are missing". I found a thread where someone said they did some settings…

Please feel free to ask your questions or post your comments here on this discussion thread regarding the webinar, " Concrete Building Analysis, Design, and Detailing ." Webinar Description: Concrete building design and analysis demands accurate results…

Dear Colleagues, If i need to send someone a STAAD file along with batch mode analysis / design results, i can send them .STD and .ANL files. Now that i'm using brief mode for design (using inbuilt RC Designer), when transferring the files to someone…

Hi, Hopefully someone can answer this. I created a concrete structure using STAAD.PRO CONNECT EDITIONs PHYSICAL MODELLER Workflow. Then after that I also analyse it using the same software. Save and close the file. To finish my design, I opened it…

While designing reinfoced concrete slab in RCDC it asks for the Imposed Load and Live Load to fill out; it doesnt collect the load data from STAAD model. Should include the self weight of the slab in the IMPOSED LOAD or program calculates and adds the…

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…

I once came across renaming a group of columns so that the group name will be reflected on the dxf plan wherever an instance of that group occurs. Unfortunately I don't know how I did it the first time, I know that I had access to edit the group name…

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…