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STAAD.Pro Ideas Portal

Welcome to the STAAD.Pro Ideas portal. The purpose of this site is to post ideas for enhancements and new features. We value your feedback and our team regularly reviews your suggestions for consideration in future releases.

You have 3 options for providing feedback:

  1. Vote for an existing Idea. The popularity of an Idea helps us understand its importance to our users.

  2. Comment on an existing Idea. We want to hear your unique point of view.

  3. Add a new Idea. If no existing Idea describes what you would like, add a new one!

When you Vote, Comment, or Add an idea you will also be subscribed to that Idea and will receive status updates. Please note that we may merge or rename Ideas for clarity. Thank you for your support and feedback, it is always appreciated!

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Showing 171 of 171

Account for offset when doing intersection

Currently when you do the intersection of two beams, STAAD finds the intersection without taking into account any offsets the beams may have. The result is you have to manually move the node at the intersection if offsets are involved. This is mad...
Randy Killian about 2 years ago in  1 Planned

Summary tab for Global Moments within the Plate Center Stress table

The Plate Center Stress table has Global Moments as one of the tabs. However there is no Summary tab corresponding to Global Moments that can enable the user to find out the maximum quickly.
Sye Chakraborty about 3 years ago in  0 Planned

Keyboard Alt for Menu shortcut

This feature is shown every time I press Alt key to quickly access the menu options. However this slows down the menu option selection on the Ribbon tab. On the V8i Select Edition, it is very smooth and quick to use Alt + Shortcut Letter (just und...
Guest about 3 years ago in  1 Already exists

Rigid member

Add a default section and material to be used as a rigid member in lieu of OFFSET. Make sure that profile and material are bein created in such way that the deflection of rigid member is as less as it can be without any warning.
Guest about 3 years ago in  1 Already exists

Provide wind generation on Fireproof Members

STAAD does not consider the additional width of the fireproofed members; producing underestimated wind generated loads for open structures like piperacks. Please include this feature as this would make several of my colleagues happy.
Guest about 3 years ago in  0 Planned

nonlinear pushover

Please tell me Can Staad do a nonlinear pushover analysis for concrete structures? Also, Can Staad do a nonlinear dynamic time history analysis for concrete structures? Thanks
Guest about 3 years ago in  1 Will not implement

MASONRY

Please I suggest to add MASONRY structures analysis & design in the next version of STAAD .
Guest about 3 years ago in  1 Planned

Interactive Graphical Icon Display of Multiple Support conditions

On STAADPRO Connect Edition, the graphical display of support icon does not update in corresponding current load condition. It only shows the latest support definition whatever load case is being selected. Although forces and design results are sh...
Guest about 3 years ago in  1 Planned

I section. Tapered versus User Table

I found that when I use USER TABLE with AISC 2010 or 2016 the values of table B4.1b are wrong. The limit lambda r for non compact and slender flange is not o.k. Is it possible to review those values for the USER TABLE? Thanks
Guest about 3 years ago in  1 Will not implement

HERRAMIENTA DE BANAMEX CONTRA INTRUSOS BLOQUEA STAAD.PRO

HOLA, BUEN DÍA, INSTALÉ LA HERRAMIENTA DEL BANCO Y AL ACCEDER AL STAAD.PRO CONNECT EDITION, SE QUEDABA "VOLANDO" FUI AL ADMINISTRADOR DE TAREAS Y VI QUE EL RAPPOR(ETC) DE LA HERRAMIENTA CONTRA INTRUSOS DE BANAMEZX, QUE SUMINISTRA IBM, MANTENÍA EL ...
Guest about 3 years ago in  1 Will not implement