As staad pro capable to suggest and optimise steel member size, similarly staad should also be capable to suggest and optimize RCC members' section sizes, like beams, columns,shear walls, slabs, slabs etc. so that manual efforts would be minimised...

RCDC should read and and design shear wall and retaining wall having tapered section. Stepped shear wall design should also be done in RCDC.

To determine stability analysis of raft foundation in SFA, Automatic features (by few clicks) is not available in SFA, rather much more manual, repetative, tedious and time consuming process, which lessens the efficiency and deliverables of softwa...

For designing of "ring wall foundation" in SFA, as of now, only "Ground supported ring wall foundation design" available in SFA. But "Pile supported ring wall foundation design " isn't available. So it is necessary to implement the same in SFA.

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...

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...