Please find an attached file.

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...

Any check which fails to comply the provisions of the relevant codes in Staad Analysis, if not highlighted in the output in a conspicuous manner and unfortunately overlooked by the user, could be fatal. While Staad output highlights the messages a...

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...

Please find an attached file with explanation.

Please find an attached file. (includes addendum posted in a separate idea now closed)

During the design of some pile cap foundations in STAAD foundation advanced I noticed there are currently not any additional group capacity checks for shear and tension capacity (it seems the only current workaround is to multiply individual pile ...

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...

In the Postprocessor, we have three basic options for viewing internal forces on members: All, Summary and Envelope. The Summary option gives one table, where the maximum and minimum axial forces, shear forces and moments are, for example, in memb...

Many nonstructural components use structural steel frames, such as equipment supports and pipe supports. These are designed to AISC rules but use the ASCE 7 Chapter 13 seismic design force instead of the Chapter 12 Equivalent Lateral Force procedu...