All ideas

When STAAD Foundation calculates the reinforcement of the foundation, it is hoped that the function of manually defining the diameter and spacing of the reinforcement bars can be added. As desinger can choose any diameter and space of rebar to imp...

Show pile unities in compression, shear and tension without having to click on a particular item in result Graphics in STAAD Foundation Advanced 2024.

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

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 ...

This issue exists in all design codes.beams without grouping, edit reinforcement works properly. if beams are grouped, software unable to change the reinforcement.for grouped beams, quick detail and copy paste reinforcement works fine. Service cas...

refer Service case Service Case 1494311: [CS0270621] Combined wall design taking more timeAs alternate solution is available, it is marked as Low severity.

This issue exists in all design codes.beams without grouping, edit reinforcement works properly. if beams are grouped, software unable to change the reinforcement.for grouped beams, quick detail and copy paste reinforcement works fine. Service cas...

following issues are identified, program goes on non-responding mode using Quick detail tool. reinforcement changed using copy paste reinforcement tool is not reflected in the design calculation report. client file is of older version (11.03.01.10...

refer Service case Service Case 1441906: [CS0222209] Calculation basis for buoyancy and sliding check of pad footingsif the soil and self -weight is calculated with effect of buoyancy then there is no need to deduct it again to calculate net downw...

refer service case - Service Case 1361907: RCDC software will be collapsed if the model contain an earthquake load combination.if higher diameter is not available and ductile detailing is not satisfied with the available diameter (with minimum spa...