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...

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...

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...

Often it requires to prepare the material take off for structures. In order to fulfill this requirement, it will be helpful if there are functions to retrieve the following information:Unfactored weights of Sections and, Plates I believe there are...

Having the option to initiate Steady State Analysis through the GUI will help avoid command syntax errors and enhance user experience

Currently, STAAD.Pro only has options for generating Response spectra loads as per Eurocode. Users have requested to implement Eurocode for Static seismic cases as well.