STAAD Concrete

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

For pile cap design it will be helpful to include summary of pile forces for all the piles in the calculation report. Current version only provides a summary table of maximum pile reaction for service load cases but not all the piles. If I have to...

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...

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)

For the foundation design, Buoyancy and overturning stability checks are performed. Presently Soil above the footing area is considered for the stability checks. The software should allow the user wants to consider the dispersed soil weight for th...