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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STAAD.Pro

Showing 468 of 468

OpenSTAAD function to extract plate corner stresses.

Anyone who perform post-processing/detailed analysis on plated structures will benefit from this. The function could take a plate ID and loadcase as input, and give plate corner stresses for all corners as output.
Nikolai Aasprong over 2 years ago in  1 Already exists

Spring Support

Spring supports are created only in a particular direction. For e.g. base/soil springs. negative displacement is considered as compression. what if a steel base plate is to be modelled below a concrete slab. There is no way to create a compression...
Guest about 1 year ago in  4 Already exists

OpenSTAAD function to extract the capacity of members

OpenSTAAD function to extract the capacity of members, so that it will be used for additional checks as per Code
B Senthilkumar over 2 years ago in  7 Future consideration

Canadian Seismic Load per 2015 NBC code parameters

Would like to get implemented NBC 2015 Code parameter.
Guest almost 2 years ago in  0 Future consideration

I sections with side plates

It is suggested to add I sections with side plates table under specifications user table manager tabs. Offshore brownfiled modificaitons work would involve adding side plates to existing I sections to increase its capacity.
Guest almost 2 years ago in  1 Needs review

Cold form section outside the standard library not designed in STAADpro as per IS801

STAADpro is not able to design cold form section outside the standard library or any user defined cold form section as per IS801. This is severe limitation as many users are using sections of their choice which are not in the library. This is espe...
Guest 7 months ago in  1 Future consideration

Design of double channel section in STAAD needs improvement

At present design of double channel in STAAD as per IS800 LSD is having certain work flow. It assumes higher MI as a major axis even if it can be about minor axis Y which is not correct. STAAD should consider section orientation as provided by use...
Guest 7 months ago in  1 Already exists

Design of double I section as column is required.

In most of the industrial sheds, double I section spaced apart is used as crane column and single I section is used to support the roof above. In present STAADpro ver 24 facility to design double I section as per IS800 LSD is not available . This ...
Guest 7 months ago in  1 Needs review

Rigid diaphragm on inclined floor/pitched floor/roof

Staad pro doesn't support for modelling of rigid diaphragm for inclined floor/inclined slab/inclined roof, so that response spectrum analysis can not be achieved in this case, so it is necessary to implement feature of modelling rigid diaphragm/se...
Sahil Shaikh almost 2 years ago in  1 Already exists

Wind loading on cylindrical structures as per IS 1875 part 3

Provide a method to create wind loading on Cylindrical Structures as per Wind Pressure coefficients in clause 7.3.3.7 using Table 19 of IS 875 Part-3 2015
Guest almost 2 years ago in  4 Needs review