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.

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  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 319 of 319

Non linear time history analysis in staad pro CE

Non linear time history analysis still not implemented in staad pro for different types of structure like residential, industrial structure etc, kindly add non linear time history analysis in staad CE as it gives realistic and more conservative an...
Sahil Shaikh over 1 year ago in  2 Future consideration

GetUDLLoads command has probrem

I am testing Load.GetUDLLoads command. The contents of the returned D1Array will always be 0. For example, 1992 UNI 0.100 7.750 10.250, since 7.750 is not returned in D1Array,I can not check the range which the load is applied . D2Array truely ret...
takeshi nakahama 5 months ago in  1 Will not implement

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 2 years ago in  1 Future consideration

Extend PRINT CG for plates and solids

It will be very helpful for the estimation if PRINT CG command works for groups of plate and beams and solid also. This will give directly the weight and volume of certain part of model, which is most of the the basic parameter of optimization. Ri...
Ankur Jain over 1 year ago in  3 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 10 months ago in  1 Future consideration

Section properties edit to remember previous selection

When you open a Section from the Properties panel by double-click, you are prompted to the same Table, including section type as the one you double-clicked. That is OK. But the table is just opened regardless of what section size or configuration ...
Guest 10 months ago in  1 Already exists

Pipelink Improvement

The pipelink transfer of loads from AutoPIPE to STAAD is currently very limited for guide-type supports and other multi-direction supports. A guide support will have vertical loads as well as lateral loads. Depending on the direction of the latera...
Michael Wood 10 months ago in  5 Needs review

Add NZS 1170.5 code to Seismic Codes in STAAD

STAAD does not have NZS 1170.5 in its Seismic Codes. Users in ANZ uses custom spectrum and factored it up to match the base shear. Adding this code will help the users in ANZ work directly with the NZ code and thus speed up their productivity. Use...
Rudra Lahiri over 1 year ago in  1 Future consideration

OpenSTAAD function to turn on members stress ratio.

To streamline the design process using the OpenSTAAD function, we aim to automate the visualization of member stress ratios for each analysis. Currently, when employing the "objOpenSTAAD.View.SetModeSectionPage 1, 6, 19" function, the stress ratio...
Kanagarasu Kandasamy 10 months ago in  2 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 over 1 year ago in  2 Future consideration