WHEN I CLICK ON AUTO DESIGN (WHILE DESIGNING COL) IN RCDC THIS ERROR SHOWS HOW TO SOLVE IT? I USED .accdb FILE FROM ETABS V19. Item has already been added. Key in dictionary: '0' Key being added: '0'

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

Hello, Currently, I am using STAAD pro Connect edition's latest version. Following are question mainly targeting of RCC and Steel structure design in STAAD Pro and in other Bentley tools per Eurocode with German N ational Annex (NA). 1. Can…

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…

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…

Please have a look at the model attached. R10.std Beams 325 & 6860 should simulate a main beam supporting the secondary beam #361. Upon reviewing the moment diagram it can be deduced that STAAD is considering beam #361 is supporting rather than being…

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…

So I modeled some project and I was curious to get things done faster by trying RCDC rather than just relying on STAAD for analysis and designing manually. I watched the Bentley institute training and started off to find a few frustrating surprises: …