Currently, water tank design is only available for the Euro Code. Please update for use with current ACI code.

similar to the sliding & uplift factors, would be helpful if there's an option to enter Overturning safety factor also.

This check should be implemented in RCDC as we know during design the reinforcement area maybe needed to be increased in order to pass the beam deflection check

Currently we cannot import Etabs latest version files in RCDC. Creating a .accdb file takes a lot of time. So this capability is essential

Currently in staad foundation max/min bearing pressure is shown only for the compression cases.Incase the minimum pressure is governed in uplift case the same is not shown in the summary table.Same can be updated in upcoming revisions.Also the bea...

we conventionally add a new job and assign all the parameters from scratch while trying to replicate a similar footing desing within the same STAAD.Foundation file. however adding a cop/replicate/clone job might save time avoid the chance of missi...

There should be a feature in RCDC whereby you can group selected footing for combine footing design and detailing. Or, after RCDC is finish footing designs and the distance between adjacent footings are below a specified minimum, then RCDC should ...

For the structures like Metro railway station and Industrial buildings, Clients are demanding to perform the long-term deflection check of the beam. RCDC should allow to perform the long-term deflection check for the beams selected by the user. Ge...

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...

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