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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 189

Calculation of Stability index Q as per annex E of IS456

To determine whether a column is a no sway or a sway column, stability index Q may be computed as given in annex-e of IS456. It's a very time consuming and cumbersome calculation while we are freezing the column sizes. if Q is directly calculated ...
Guest about 1 year ago in  4 Future consideration

MEMBER FORCES - GLOBAL Coordinate System

STAAD cannot report Beam Results in the Global Coordinate Systems in the UI Results Table. However, it is capable of printing Member Forces using the Global Coordinate System to the Analysis Report. This hinders downstream processes that require t...
Sujaan Ahamed Fareed about 2 years ago in  4 Future consideration

Add Feature to Customize & Save Preferred Workspace Settings/ GUI View Management

Engineering work flow requires quick visual assessments of results and modification of structural models until a satisfactory solution is achieved. Hence, as part of the time saving ideas for reviewing structural models, May I suggest that the Wor...
Ola Joda over 1 year ago in  4 Future consideration

Multiple mass models/ seismic analyses for design

Many codes, particularly IS 1893 part-2 and IS 3370 part-2, the RCC elevated/underground water retaining structure should be analyse and design in "TANK ENPTY" and "TANK FULL" both of the conditions, but staad pro seismic definition whether it is ...
Sahil Shaikh almost 3 years ago in  2 Future consideration

CONCRETE BEAM WITH A HOLE IN STAAD PRO

As we know in R.C structures we may need to provide holes in beam for service purposes. I am here attaching a book showing examples on the design of beams with holes. [View:/cfs-file/__key/telligent-ideas/03d5f738-7ee6-4ff2-9384-201f3d5dd0d9/Concr...
Joseph Lucas Magare over 3 years ago in  1 Future consideration

Extend the Take off Command to Plate elements

It'd be nice to be able to use the take-off command on plate elements. Similarly to beams where the take off give the section, length, and weight. Having the take off give thickness, area, and weight would be really helpful.
Dallin STRONG over 2 years ago in  4 Future consideration

Postprocessing display of multiple design blocks for AIJ codes

Currently, it is possible to display results for multiple design blocks with AISC360-16 results only. This feature is also required for AIJ2005 and 2002. In AIJ codes, load cases are classified into parmanent loads, temporary loads and loads for...
佐野 秀昭 Hideaki Sano almost 2 years ago in  1 Future consideration

Insert node in members having built-up I-Section property.

Hi, When inserting a node into a beam having a tapered I-section property, the software automatically generates the properties for the new section and places it at the end of the property section. This poses significant challenges during the optim...
Kanagarasu Kandasamy almost 2 years ago in  3 Future consideration

Multiple design parameters results in post processing window for Indian code IS 800-2007 is requested.

This will reduce the tedious process of turning on and off each design parameter from editor file and then running the full input file again multiple times. If this can be implemented for AISC-360 then it shall be implemented for other codes also.
Guest over 1 year ago in  1 Future consideration

Add load to the node/beam/element group using OpenSTAAD

Hi, I have an OpenSTAAD program that generates groups and that applies loads to the elements/beams/nodes in those groups. However I'd like to apply the load to the group directly using openSTAAD as you can in the STAAD Command File? What I want to...
Tom Pallister over 1 year ago in  1 Future consideration