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...

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 ...

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...

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...

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.

Because you must create multiple wind definitions for wind along a single direction (i.e. windward, leeward, sidewall) it would be helpful to have the ability to combine these in a single load case. Combining them in the load combos is cumbersome....

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.