STAAD cannot report Beam Results in the Global Coordinate Systems in the UI Results Table. However, it is capable of printing Member Forces using the Global Coordinate System to the Analysis Report. This hinders downstream processes that require t...

Base pressure contour for raft footing is available for the envelop of the loads in Space Gass but not in STAAD. It is important to have this feature be implemented in STAAD too to facilitate the raft footing design based on allowable bearing pres...

Engineering work flow requires quick visual assessments of results and modification of structural models until a satisfactory solution is achieved. Hence, as part of the time saving ideas for reviewing structural models, May I suggest that the Wor...

Add angle section to ram connnection so that the column base node of Lattice structure can be calculated

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...

Hello i would like to give a suggestion when modelling a structure and create a mesh using parametric model after generating mesh we know the beams are broken into parts depending on the mesh size, if one decides to delete the mesh, then the disin...

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.

In design of buildings sometimes we need to takeup tapered bracket or counterbalance supported tapered cantilever cross section At the moment we can not design tapering cross section in staad pro connection edition

Now we can calculate the upstructure in STAAD.Pro for ocean engineer; But the pile will be designed in SACS for sea ice load and wave load. when the model is imported to SACS, the load will loss and need to apply load again in SACS. The workload i...