At present only one OpenSTAAD object can be retrieved which acts globally for the Staad application which limits the efficient use of Staad. With the ever increasing system resources, having distinct OpenSTAAD objects for each instance of Staad wi...

The ability to add reference labels to geometry (or note), so when the whole model is displayed you can have visual reference of what each item represents, ie label gridlines, elevations

There is the command NSF that modifies the net area of the whole member, but there isn't a command to modify the net area of the tension flange only to apply it to section F13 in AISC.

Good morning Srs. I would like to control tolerance ratio Steel- utilization ratio.

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...

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 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...