Currently, SFA uses the highest corner pressure to design the foundation size bearing on soil. Please revise the SFA program to have an option for a soil supported foundation (versus a rock supported foundation) and provide revised foundation sizi...

Betonarme binaların projelendirmesi ile birlikte çelik binaların projelendirilmesinde de kendi ülke standart ve kurallarını kullanmak, mühendislerimiz için kolaylık ve rahatlık sağlayacak, programlarınızın ülkemiz içerisinde kullanımının yaygınlaş...

I think the wind load application should be rewritten to make it simpler and more user friendly. STAAD is at least three times as long as SAP2000 when inputting wind loads.

Hi I have an exceedingly large model which takes hours to run on RCDC. Also, when the model is exported from STAAD to RCDC, all the beam support points are not detected properly by RCDC and I have to spend days just correcting the Beam Continuum. ...

when I use RCDC, the column failed to crack-width,but I want to know the result of failed column crack-width value and calcute to deside how to update the model, update Longitudinal reinforcement or stirrup

May you please include the design of raft foundation and combined footing in RCDC

make RCDC design all type footing(single,combine,mat......)combine (RCDC,RCDC FE and staad advance foundation)

Pipelink is quite rudimentary. It does not provide the ability to assign guide supports to different nodes. For example, horizontal loads need to be applied to Vertical Members, while vertical loads need to be applied to Horizontal Members. The sa...

The STAAD.Pro now can not check the the vertical structural irregularities 5a/5b in the ASCE 7 table 12.3-2 by ant command stream, but as the code demand, the designer need check this irregularities, it is very difficult and cost time for designer...