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Custom equivalent lateral force procedure and seismic definition/custom model response in Staadpro CE

I am tasked with designing a steel support structure in Staadpro connect edition. As part of the design, I need to conduct a seismic analysis of the frame. The steel structure is 12 m high and needs to be designed according to the New Zealand seis...
over 4 years ago in STAAD.Pro 1 Future consideration

Curtailment of section in all three axes

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...
over 4 years ago in STAAD.Pro 1 Future consideration

Capability to export ISM File for whole steel structure including connections from RAM Connection.

After designing connections inside STAAD.Pro. From the finished design, export ISM to Pro-structures.
over 4 years ago in STAAD.Pro 1 Future consideration

Add plastic moduli

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 ...
over 4 years ago in STAAD.Pro 2 Already exists

future development of STAAD

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...
over 4 years ago in STAAD.Pro 0 Already exists

More Frequent Videos form Surojit and Sabrina are welcomed!

Both of Surjit and Sabrina are Great at Explaining New Features and avoiding redundant or unnecessary tasks!
over 2 years ago in STAAD.Pro 0 Future consideration

Modify STAAD Pro so that multilinear springs can be used with inclined supports. Currently modeling of soil p-y curves for a batter pile using inclined support and multilinear springs does not give correct results. The spring must be perpendicular to pile

No description provided
over 2 years ago in STAAD.Pro 0 Future consideration

Ductile Wall Design AS Per EN 1998:2004(Seismic code)

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...
over 2 years ago in STAAD.Pro 0 Future consideration

Allow Moving Load on Plates only without a Member

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.
over 2 years ago in STAAD.Pro 0 Future consideration

Add SJI Joist to the Physical Modeling Workflow

SJI joists are available in the analytical modeler, but not the physical modeler.
over 3 years ago in STAAD.Pro 0 Future consideration