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!

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All ideas

Showing 332 of 332

divide/ split a plate element in the physical modeler by using reference line

request to add a future to split/divide a plate element in physical modeler by using a reference line
Guest 7 months ago in  3 Already exists

automated loading for intz tank

automated tool for hydrostatic loading should be included
Guest 4 months ago in  1 Needs review

Add tapered rectangular tube section r2

Extend the current tapered tube definition to allow for the specification and analysis of tapered rectangular tube profiles (i..e where the length of the two side dimensions differs). Currently STAAD.Pro supports the definition and analysis of tap...
Guest about 1 year ago in  1 Already exists

In wind load generator, please incorporate wind load in other directions such as X & Z. Also, wind load on roof truss & corners needs to be incorporated.

There is no way to add wind load in other direction in case of unclad building. For example : - staad taking load case only in one direction i.e. +X, whenever I try to add another case in z direction, previous case gets deleted automatically. So, ...
Shubhankar Chatterjee about 1 year ago in  3 Future consideration

Auto Wind load for roofing

Implement a method to generate loading on roof structures as per the IS 875 part 3 wind load code using the Cpe method using the values in Table 8 / 9
Sahil Shaikh almost 2 years ago in  6 Future consideration

Table providing summary of slenderness ratio's of structural steel members

Helps in assessing the actual slenderness ratio of each member.Also, such table can be used to upgrade to next size for better load carrying capacity.
Sreekanth Nuthanapati 9 months ago in  1 Will not implement

Time History in multiple load case for blast loads

For Blast loads in some cases we have to apply blast load in all the direction i.e x and z in different load cases. presently the time history load is possible only in one load case. Time history should be allowed to be added in mutiple load cases
Ashok K 7 months ago in  2 Future consideration

Use Center of the Structure as rotation Center

The Orientation Settings window provides the option "Use the center of the structure as the rotation center". However, when i perform the "Display Whole Structure" function, the rotation center is reset to 0,0,0. This happens when the Orientation ...
Guest 2 months ago in  0 Needs review

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 7 months ago in  4 Needs review

Wind Loads on Steel Structures

I think the wind load application should be rewritten to make it simpler and more user friendly. STAAD is at least three times as long as SAP2000 when inputting wind loads.
Guest about 1 year ago in  12 Needs review