At present member releases shown as circles at beam ends, makes the view a bit congested with node numbers ON, which makes it difficult to cross verify the DJ1 & DJ2 parameters. if we have an option to scale down the circle (or) introduce a 't...

It would be much helpful if additional tools to select entities like Nodes, Beams etc., in the polar coordinate system i.e., specifying the start and end radius (or diameter) and start and end angles. This helps a lot if we need to select the enti...

This check should be implemented in RCDC as we know during design the reinforcement area maybe needed to be increased in order to pass the beam deflection check

The possibility of adding an 'AI Assistant' type tool, for example: "Alexa" or "Siri", which with natural language is able to interpret what the user asks for and execute the orders requested.

Dear Sir / Madam, Steel Auto Drafter is not giving beam presentation as per Releases provide in Analytical Modelling. Please check attached screenshot for your ready reference. Steel AutoDrafter drawings should be as per Release and Analytical mod...

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.

Please add an option to generate an image report for every load case. The image report are showing how the forces are affecting the structure (see attached screenshots). Currently it is only possible to manually create a screenshot for each load c...

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...

Set parameters and have the program create a plate mesh automatically for finite element analysis.

Now we can calculate the upstructure in STAAD.Pro for ocean engineer; But the pile will be designed in SACS for sea ice load and wave load. when the model is imported to SACS, the load will loss and need to apply load again in SACS. The workload i...