Details: Generation of Native Tables: STAAD.Pro Advance should create tables using Microsoft Word's internal structure. Basic Format Maintenance: Maintain borders and initial alignment to facilitate identification, prioritizing editability. Text N...

I would like to suggest a significant improvement to the software. Currently, marking each connection one by one in engineering drawings is time-consuming and prone to errors. It would be extremely useful to link the connections generated in Conne...

The raft foundation in STAAD.Pro has been loaded and the base pressure calculated. I am looking for guidelines on which internal forces should be considered to calculate the reinforcement in the slab. Is it possible to obtain the required reinforc...

The current Report Builder lacks the ability to filter tables individually and customly to display specific data from different load combinations (such as seismic or wind). The "Filter" button applies filters globally to all tables, and the option...

Request for Function Creation in OpenSTAAD to Modify Response Spectrum Direction in X, Y, and Z We are working with OpenSTAAD and need to programmatically modify the response spectrum direction values in X, Y, and Z. In the attached image, the val...

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...

We would like to propose the incorporation of an image in the input data that shows the selection in the structure of the connections being calculated. This functionality would apply to the calculation reports exported by the "Connection Design" m...

The current Advanced STAAD Foundation v25 has a good user interface. It would be very helpful to provide final foundation design size, layout, reinforcement details in the report similar to it is available in V9. Also, it is important to add finit...

In current STAAD Foundation V25, include the combined footing option with column or pedestal located with eccentricity.

Designers of buildings using the Physical Modeler would benefit since they need to use the current ASCE 7-22 code.