We are using STAAD Pro for optimizing our designs. We deal in steel structures & we need to optimize it by curtailment in all the three axes, presently we can do curtailment in the web depth ( Taper I section). We want to reduce the width of t...

After designing connections inside STAAD.Pro. From the finished design, export ISM to Pro-structures.

Please add the plastic moduli when displaying the member properties. This includes in the detailed code check, the property tab when you double-click a member, the PRINT MEMBER PROPERTIES command and the section properties table in the GUI (did I ...

Dear Staff Please I have some suggestions for the future development of STAAD as: 1- Nonlinear pushover analysis for CONCRETE structures 2- Analysis & Design of MASONRY Structures 3- Analysis & Design of COMPOSITE steel-concrete COLU...

Both of Surjit and Sabrina are Great at Explaining New Features and avoiding redundant or unnecessary tasks!

RCDC does an excellent job performing seismic ductile wall design according to Eurocode, yet the following areas needs improvement or clarification: 1. According to EN 1998:2004 section 5.4.2.4(4 and 5), seismic walls shall be designed for moment...

Moving load requires a Beam Member in model, If Model did not have any, it should be able to add a dummy member on the fly based on Moving load definition.

SJI joists are available in the analytical modeler, but not the physical modeler.

Adding the unit for FYLD parameter would be helpful. Just like the material information. Sometimes It is confusing which unit should be used.(of course it is same as material strength(stress))