dear teams,please make corrects for software when you design water tank with slab including beams,RCDC not reading beams,plz correct it,thanks in advance

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...

Imperial system of construction (Feet Inches) is still very much in use at remote locations in india. Beams, slabs etc allow input of mm in decimal range for equivalent "in" cross section, such functionality is unavailable in coumns and I have to ...

Please find the combination of three models by different engineer. Under this when finally local stresses are checked, the contours are not smooth. if by any chance local axis of elements can be change, this will same a valuable time of re modelli...

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...

I would like a new feature to be implemented in RCDC, when generating footing drawings , starter bar for the columns should be included in every footing detail as shown in the attached picture

This is very usefull in viewing, selecting to view, viewing whole structure without zooming out etc. This will make STAAD pro operation faster.

The Nuclear Code AISC N690 has not been updated since the 1994 edtion. It is not available for the recent nuclear power plant project, I bought a Nuclear Code, but it is useless because it has not been updated.so please update it.