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 427 of 427

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 2 years ago in  1 Future consideration

Do not Auto split the design parameter & loadings.

When dealing with a substantial number of members within a STAAD model, the design parameters tend to split automatically. Consequently, this automatic splitting poses challenges when attempting to review the design parameters. The same situation ...
Kanagarasu Kandasamy almost 2 years ago in  1 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 over 1 year 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 over 1 year ago in  1 Already exists

Waffle /Grid slab and flat slab

Heavy loaded structures...
Sahil Shaikh almost 3 years ago in  3 Future consideration

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 over 1 year ago in  4 Needs review

Stress Ratio Results for Multiple Load Cases

Show code check results for more than just the worst case. Should be able to see what the next worst, and next worse after that and so on. It's been over 10 years since I used it but I believe SACS does this. If so, could take a look at it.
Randy Killian almost 2 years ago in  3 Future consideration

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 almost 2 years ago in  7 Future consideration

WIND CORNER PRESSURE AND ROOF IN WIND LOAD GENERATOR

Hello i would like to drop my suggestion for consideration, as we know up to now Wind Load generator, can only generate wind on panels. But during design we may have to apply corner wind pressure especially in connection design and also to apply w...
Joseph Lucas Magare over 2 years ago in  2 Needs review

Add angle section to ram connnection so that the Lattice structure can be calculated

Add angle section to ram connnection so that the column base node of Lattice structure can be calculated
Guest 12 months ago in  1 Needs review