Implement a method to generate loading on roof structures as per the IS 875 part 3 wind load code using the Cpe method using the values in Table 8 / 9

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

The accidental eccentricity in staad pro. as per Eurocode 1998:2004, while analyzing the structure for seismic loads using response spectra method.

This would cut down the analysis time required by STAAD significantly. If it is too much work to change the solver code to benefit from multi-threads, can at least each basic load or each load combination be run at a different thread? There's no r...

STAAD Pro CONNECT Edition shows a warning based on IS 1893 part 1:2002, when the latest code available currently under use is IS 1893 part 1:2016. Kindly clarify why should warnings based on old codes appear when the user has specifically selected...

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...

ANL file for steel code has changed format can you revert back again or atleast put to option on Track command to retain original format.

There is no way to add wind load in other direction in case of unclad building. For example : - staad taking load case only in one direction i.e. +X, whenever I try to add another case in z direction, previous case gets deleted automatically. So, ...

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

Frequently used for design of all steel structure with shed/roof CONCERN CODE(ALL) especially IS 875 part 3: 1-Sir, staad CE has support the auto wind load as for clad/unclad buildings, this wind load is applied on the surfaces/periphery of buildi...