Member/Connection Type symbols sometimes crowd a drawing too much, or is too long (e.g., when dealing with Tee members taken by halfing a wide-flange section). It would be nice for an option within the Drawing Style Manager to activate/deactivate ...

Please allow users to manually override Mark IDs that are generated by AutoDrafter.

Please add support for OpenBuildings Designer being able to open drawings from AutoDrafter.

AutoDrafter appears to have some automated rules that are not perfect; would be nice to be able to override Member/Connection Type within AutoDrafter (e.g., select a column member, right click, modify properties, change 'Member Type').

There is a new code for Stainless Steel that has been published by AISC. It would be nice to incorporate the code checks for AISC 370 for materials that have been selected as stainless steel.

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...

WHILE CREATING A LATTICE FRAME WE NEED TO OPT FOR TWO ANGLES APART FRONT TO FRONT, BUT AS OFF NOW STAAD ONLY PROVIDES DOUBLE ANGLE WITH BACK TO BACK CONFIGURATION AND NOT FRONT TO FRONT, THUS IT IS REQUESTED TO ADD UP DOUBLE ANGLE SECTION WITH FRO...

From 22years using Staad Pro, I propose to update the way to applied a load on beams as It's possible for nodes. In the case of nodes, We can do like this in one line: Joint Load 10 FX 10 FY -22 FZ 33 I propose You to update the syntax of applying...

Many STAAD users in Singapore and Malaysia have requested to implement the cold formed member design to EN 1993-1-3. We have lost some prospects to competitors because of the absence of this code in STAAD.Pro. This may be a feature that is request...

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