1. Connection Tags view - this window should have "on the top function" To be above the other windows when user click the member or node. 2. Connection Tag Check Results - this window should be "expandable". 3. Check Connection Tags - this window ...

The floor load command does not work properly for 1 way load distribution if a node is not perfectly inline with adjacent nodes. Example: 2 nodes have a Z coordinate of 8.333 however the 3rd has 8.333333 and the floor load command does not populat...

I am tasked with designing a steel support structure in Staadpro connect edition. As part of the design, I need to conduct a seismic analysis of the frame. The steel structure is 12 m high and needs to be designed according to the New Zealand seis...

Dear Staff Please I have some suggestions for the future development of STAAD as: 1- Nonlinear pushover analysis for CONCRETE structures 2- Analysis & Design of MASONRY Structures 3- Analysis & Design of COMPOSITE steel-concrete COLU...

RCDC does an excellent job performing seismic ductile wall design according to Eurocode, yet the following areas needs improvement or clarification: 1. According to EN 1998:2004 section 5.4.2.4(4 and 5), seismic walls shall be designed for moment...