Could you please make the 'result utilization ratio' field directly editable? Currently, it's set to a default of 1, but we need to set values like 0.9 or 0.95. While it's possible to adjust this using a detailed diagram, the values changes with e...

In general, Most of PEB companies design the web as Slender members if the project location is in low seismic region. In such cases when we give the design report to consultant for approval, we get comment that web area is considered in calculatin...

Automation of solidity ratio of steel structure for calculating wing load shall be done. It is very time-consuming process for every structure design.

Currently, EN 1993-1-1 provide in STAAD.Pro is 2005 edition. My request is to update the code to the latest edition, 2023.

I Need to design lot of platforms with cantilever beams. Tapered channel is easy to fabricate in plate and most economical section for cantilever conditions. Hence I request you to include this options in the staad. Moreover, tapered I is already ...

Need the ability to choose the units used in a report. Currently, my reports use kips and inches. When the density of material is shown it is listed as 0.000 because it is displaying to 3 decimal places. To show the value you have to change format...

STAAD.Pro already supports Eurocode for steel and concrete design, but it still doesn’t have automatic wind and seismic load generation according to Eurocode. Why is this feature missing, and when can we expect Bentley to add it? With so many Euro...

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.

To correctly use the ASCE 7 load combinations including atmospheric ice, the ice load (Di) needs to be separate from the member self weight. As STAAD does not include an ice load generation tool, fireproofing can be used to apply ice loads to memb...

After being introduced to StaadPRO, the one fundamental thing that I can't believe is not implemented is scaling of local beam axis symbols. It's at times almost impossible to find out the local axis of the beams in the graphic area, and this is v...