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

Currently OpenSTAAD provides OpenSTAADUI:AnalyzeEx() which upon completion of the analysis returns an integer indicating the status analysis. However, it will be helpful if there is a function which provides more information about the Errors and W...

When you use the Generate Rotate command, the beta angles remains the same so you have to uptade member by member the new beta angle for the non-orthogonal elements that were affected. The idea is a custom tool that automatically creates the new b...

StaadPro provides the option to create a custom open section by defining a profile polygon (refer to the snapshot attached). Sections created this can be visualized as 3D objects when rendered instead of just showing a simple line. This helps in c...

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...

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.