Currently, the only way to use STAAD.pro fireproofing specification is thru the Analytical Modeler. If you have a physical model, you have to break the connection and then edit the Input file to remove the "DO NOT EDIT" restrictions so that you ca...

I believe there is no option or command to directly view RC members that have failed, similar to that of "Utility" option available for checking failure of steel members. Failure of RC members must be manually checked from the "Analysis Output" op...

STAAD.Pro- software is using EN1993-1-1 Eurocode 3 2005, - this is not the latest version of this design code. How do we go about updating this in STAAD-Pro ? We need to be using the latest design code for compliance with our EN1090 fabrication wo...

we conventionally add a new job and assign all the parameters from scratch while trying to replicate a similar footing desing within the same STAAD.Foundation file. however adding a cop/replicate/clone job might save time avoid the chance of missi...

Under Properties in Analytical Modeling, one can currently only highlight assigned geometry for a single section at a time. A button could be added to the table that allows you to show all section properties in the current view by color, and then ...

it might also be helpful, if we can add the MERGE NODE tool in the "popup" Node tools when many nodes are selected (just like MERGE BEAM tool is included in the "popup" Beam tools) and the CONNECT BEAMS and COLLINEAR BEAMS tool also (to generate b...

The accidental eccentricity in staad pro. as per Eurocode 1998:2004, while analyzing the structure for seismic loads using response spectra method.

Implement a method to generate loading on roof structures as per the IS 875 part 3 wind load code using the Cpe method using the values in Table 8 / 9

For the eurocode to calculate automatically the factors C1,C2,C3 to calculate correctely the Mcr value for elements. Which depends on the bending moment diagram, loading type and support conditions.