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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.

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Showing 188

Repeat the node/beam/plate and loadcase number on each line of the result tables

-In order to easily sort the results in Excel when importing a Result table, it would be a lot more helpful to repeat the node number on each row of the Support Reactions table & Displacements table. -Same comment for the beam number and L/C o...
Sébastien Julien almost 2 years ago in  1 Future consideration

Add Back to back properties of CF member

Kindly add the back-to-back properties of Lysaght C section (combinedly it becomes I- section) ,it is widely used in cold form structures.
Prashant Patil over 1 year ago in  1 Future consideration

OpenSTAAD function to extract the Beam Forces summary table for the selected beams

Hi, Typically, to get end forces to design the connection for a certain beam size, a group is created and the bounding beam forces for the group are extracted using the "Beam Results - Beam Forces - Summary table" using the "Results Setup - Range ...
Tom Pallister about 1 year ago in  1 Future consideration

HAT SECTION WITH LIPS

Kindly make provision for Hat section with Lips( straight lip and inclined lip) in the section database. Please make it such a way that if we enter the depth, width, thickness and give "generate" and all the properties gets generated automatically...
browin david over 2 years ago in  4 Future consideration

Add live load reduction factor as design parameter

There is currently no efficient way to consider the live load reduction factor in STAAD.Pro. It would be fantastic to add a parameter to the design section (e.g., under CSA S16-19 or AISC 360-16) to consider a live load reduction on an element by ...
Guest over 1 year ago in  4 Future consideration

Canadian Seismic Load per 2015 NBC code parameters

Would like to get implemented NBC 2015 Code parameter.
Guest about 1 year ago in  0 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 over 1 year ago in  1 Future consideration

Turkish Building Earthquake Code 2018 and TS 500

Türkiye de yaşayan mühendislerin programlarınızı kendi ülke standart ve kurallarına göre daha rahat kullanabilmeleri ve bunun paralelinde programlarınızın kullanım oranlarının artması doğrultusunda eklenmesi yaralı olacaktır.
Yahya Karadede 11 months ago in  4 Future consideration

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