All ideas

Add possibility to include B1 factor in Code checking Parameters with AISC 360 First Order Method

As per actual possibility provided by AISC 360, it is possible to perform design with Direct Analysis Method but also Effective Length Method and First Order method. In some case it is useful to do analysis with First order method (Dynamic Seismic...

Jean Gorsse over 1 year ago in 0 Needs review

1 VOTE

CSA S16 override U1 parameter with P small delta analysis

There are a ton of inputs required to correctly calculate the U1 factors that are not likely captured correctly by STAAD or input correctly by the user. However, the U1 parameter is not required to be considered if P small delta analysis is done. ...

Noel Zimmer 5 months ago in 1 Future consideration

8 VOTE

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 over 3 years ago in 12 Needs review

1 VOTE

添加在屏幕上显示钢结构计算长度系数和计算长度系数功能

Guest 5 months ago in 1 Needs review

5 VOTE

Built-up tapered section name

All tapered section name shows as a tapered . its very useful if staad pro show the tapered section show the section in the display- Tapered I- 300x6+200x8+150x8 if its uniform web depth Tapered I- (300-750)x6+200x8+150x8 if its tapered web depth ...

Guest about 2 years ago in 3 Future consideration

2 VOTE

Multiple Mass Models

A STAAD.Pro dynamic analysis currently supports solving models in which the results of all dynamic cases use eigen values determined from a single mass matrix. This means currently STAAD.Pro cannot perform an analysis on a model where the consider...

Carlos Aguera 10 months ago in 0 Future consideration

7 VOTE

Allow an option to include Failed Member list in the report even when there are no failed members

In the new 2023 version, the new report builder doesn't allow you to include the failed member list when there aren't any failed members. v22 did allow for that and would report there are no failed members. Which was an easy concise way of saying ...

Dallin STRONG almost 3 years ago in 1 Future consideration

6 VOTE

EN1993-1-1 Eurocode 3 2005

STAAD.Pro- software is using EN1993-1-1 Eurocode 3 2005, - this is not the latest version of this design code. How do we go about updating this in STAAD-Pro ? We need to be using the latest design code for compliance with our EN1090 fabrication wo...

Guest over 2 years ago in 1 Future consideration

3 VOTE

Inclusion of Steel Take off list & Member take off list in User Report

I have noticed that currently there is no option to include Steel take off & Member take off list while generating Report. I request that this option be included in future upgrade.

Pawan Waghmare over 1 year ago in 6 Planned

2 VOTE

OpenSTAAD function to retrieve member forces in global coordinate system

Is it possible to expose an OpenSTAAD function to retrieve member forces (at a specified member end) in the Global Coordinate System? I understand that there exists a function to retrieve the member forces in the Local Coordinate System and I agre...

Srinivasa Rao Masanam 11 months ago in 2 Will not implement

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