Please refer to the snapshot attached. The OSLoadUI::CreateLoadEnvelop function name is wrong. Please update in the next releases. Initially I could not find this function in the intellisense (by typing Create and left me wondering) and hence I am...

Currently, according to Bentley Support, the Material Definition properties are only used in the Connection Design module and are not used for steel design & code checking. The SGR, FYLD, FU parameters must be used instead to define the materi...

Report generation is significantly improved in the latest version. it will be great, If user able get the beam & column design details like , grade of concrete, member size, reinforcement required, reinforcement provided etc. in an table forma...

I propose a stair wizard to be added in parametric model so as to save time of stair modelling in STAAD.Pro, this wizard should include different types of stairs with reference coordinate to be inserted in a model

Useful when passing drawing to drafting team as they don't have to edit the received drawing, wasting their valuable time.

I am testing Load.GetUDLLoads command. The contents of the returned D1Array will always be 0. For example, 1992 UNI 0.100 7.750 10.250, since 7.750 is not returned in D1Array,I can not check the range which the load is applied . D2Array truely ret...

Please consider adding an autosave feature. A real autosave not a prompt that appears every so often minutes asking you to save. One that will autosave without input. Autosave is pretty much a standard now across a variety of softwares, so constan...

In the current AIJ2005 code allowable stress calculation of STAAD.Pro, the Young's modulus is fixed at 205000 (N/mm2). On the other hand, in the AIJ2002 code, by using the YNG=1 parameter, the Young's modulus used in the frame analysis can be use...

These could be used when performing member or shell design in STAAD.Pro, as well as Advanced Concrete design. See applicable snapshots attached. User would like to be able to do design to NZ codes in STAAD.Pro (specifically concrete and timber,...

Hi, please add the ability to add partial moment releases in the physical modeller. This seems like an important feature to me because if you have instability warnings it is often the case you need to provide a partial moment release to get rid of...