The possibility of adding an 'AI Assistant' type tool, for example: "Alexa" or "Siri", which with natural language is able to interpret what the user asks for and execute the orders requested.

It is understood that while performing response spectrum analysis, the scale factor (V_b/V_B ) Where,V_b=Equivalent static base shear,〖 V〗_B Response spectrum base shear), is automatically accounted for calculation of design base shear. But,this s...

In recent times, I have been designing a large number of buried underground structures. (I figured many Engineers may have similar experiences on this too). For buried structures, a few of the applied loads are a function of a single variable i.e....

While doing design of beam using Staad file interface at each level selected beams need to be design as per Staad design envelope. 1) Along X-direction grid design will be one envelope. 2) Along Z-direction grid design will be second envelope. 3) ...

To update/include the specifications for mexican regulation for Ciudad de Mexico to the latest version 2023 which include loads specifications, seismic, wind, or at least the steel and concrete.

Could you please add shortcut to view Plate stresses Graphical Contours ( Mx, My, Mxy, SQx, SQy, Sx, Sy) in the Customize quick commands Pop-Up shortcut using space bar. The current function only brings up tables which is a bit cumbersome when mak...

Design of cantilever slab in RCDC should be added and also slab supported by beams on its two sides and its other two sides free or only three sides are supported by beams and the other side free.

The automatic generation of wind load should be made available to Indian code also apart from American code. It will save lot of time in analysis and manual calculation.

To be forced to go assign both a node # and every member between 2 nodes for a few beams is not a big deal but when it's a giant model, it takes days to assign these values for deflection checks. Something must be done to make this more user frien...

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...