Right now, staad pro users directly applies the load of physical objects (like pipes, equipments, chequered plate floors, Grating (floor), profile sheet (roofing sheet), instruments, vessels, steel tanks etc. on structural members like beams or co...

As of now, In staad pro, After applying "RUN ANALYSIS" button, the staad.pro directly provides the results of shear, moment torsion, stresses, deflection, reactions,SFD,BMD etc in various forms, it's okay. But it is highly suggested that staad pro...

There is a maximum limit 6" for pile embedment and also for bottom steel reinforcing in mat foundations in SFA 2026. There is no code basis for this limitation and there are cases where this could be significantly larger. Currently is is making th...

Its is good to see the STAAD.Pro GUI evolving from the Traditional/Mouse based GUI to the Modern/Touch based GUI. But in some of the Modern Prompts/Messages the mouse doesn't seem to automatically snap to the default button set in that window. (se...

With demanding Carbon & associated costs, Including the CO2e at the end of the results would also help track the CO2e assosiated with each run. The application can be programmed to generate the Total Quantity of the contents modeled & anal...

This idea is intended to report an issue related to the calculation of nominal concrete shear using STAAD Foundation Advanced V2025. This calculation is performed using ACI 318-19 Equation 22.5.5.1(a), which applies only to non-prestressed members...

As bentley Copilot is enhanced to better version, the following suggestions are very important and need to incorporate. It is exciting news that "Bentley Copilot" feature is now available in staad pro, Bentley Copilot provide answers only as avail...

The node‑to‑node distance tool in STAAD.Pro is quite basic and, in its current form, not particularly useful when distances need to be measured independently along the X, Y, and Z axes. Bentley already provides this functionality in some of its ot...

Ref present Staad versions and beam code check according to Eurocode 1993-1-1 Equation 6.61 and 6.62. Staad divide all beams at every incoming beam location and it is not possible to join together several beams to get correct buckling lengths. Eur...