Looking for a OpenSTAAD Function to extract Area of reinforcement from STAAD Output. I have explored the OpenSTAAD help and I couldn't able to find. If you have any solutions, please suggest.

In design of buildings sometimes we need to takeup tapered bracket or counterbalance supported tapered cantilever cross section At the moment we can not design tapering cross section in staad pro connection edition

This will reduce the tedious process of turning on and off each design parameter from editor file and then running the full input file again multiple times. If this can be implemented for AISC-360 then it shall be implemented for other codes also.

Anyone who perform post-processing/detailed analysis on plated structures will benefit from this. The function could take a plate ID and loadcase as input, and give plate corner stresses for all corners as output.

Hi, I have an OpenSTAAD program that generates groups and that applies loads to the elements/beams/nodes in those groups. However I'd like to apply the load to the group directly using openSTAAD as you can in the STAAD Command File? What I want to...

It'd be nice to be able to use the take-off command on plate elements. Similarly to beams where the take off give the section, length, and weight. Having the take off give thickness, area, and weight would be really helpful.

Hi, When inserting a node into a beam having a tapered I-section property, the software automatically generates the properties for the new section and places it at the end of the property section. This poses significant challenges during the optim...

Have the material properties from the Staad analysis import from staad.

Too many requirement for design the JIS/TIS c-light lip section as cold formed steel using STAAD. So, is it possible to have an JIS/TIS c-light lip section properties included in the database. If there are these section database in STAAD, it's can...

I would like to import a Staad model to SFA then design a pile cap based on the reactions and then design the piles supporting the pile cap. I see that there is a drilled pier module within plant foundations, but I can't seem to import the loads. ...