Hello,
I am having trouble while trying to change the diameter of the concrete pile links that appear by default after running the RCDC program. As seen in the image below, for the given stresses, the program suggests that I use # 19 with a spacing of…
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!!!
Hi Good day!
I am having a problem with the printing of my Design Calculation Report,
when it is already generating the design calculation report an error message pops out. See attached.
Error Translation:
>>
Microsoft.NET Framework
An…
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…
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
I am trying to design the beams for the concrete structure I analysed in STAAD but every I arrive at Beam design, when I click on the "design button", it gives me the error message "Beam forces not imported".
I an able to design columns, slabs and footing…
I am new to staad and my analytical model is completed. But whenever I try to launch staad RCDC to design beams or columns I get the message "Beam/columns are missing". Any clues on what's going on ?
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…
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…