All professional, practicing engineers would benefitted. One click analysis and one click reinforcements design of any types of tank UG/elevated of any shapes like RCDC.

I am trying to model in physical modeler of staad and it gives random orientation of plates. Now if I have to read and visualize the stress in particular direction ( not only for one line), i am not able to do that. if possible, please provide a b...

Now, Staad.Pro includes the option of Reducible Live Load by UBC/IBC. But the formula included is 16-23 instead of 16-22. Also, Staad uses equation 16-23 for load type Live and type Roof Live, instead of using section 1607.11 for Roof Live and equ...

Hello, There’s no point in applying the notional load against other lateral loads. In STAAD, it’s possible that the Load Combination where automatically generated so the notional loads are generated for all directions even if they countermeasure t...

-In order to easily sort the results in Excel when importing a Result table, it would be a lot more helpful to repeat the node number on each row of the Support Reactions table & Displacements table. -Same comment for the beam number and L/C o...

dear staad pro team,i think more important things for shar wall system building for high rise building is property modifires for wall,it is misssing in staad pro i dont know why?all softwares have this important feature why is missing in staad?

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

Helps in assessing the actual slenderness ratio of each member.Also, such table can be used to upgrade to next size for better load carrying capacity.

Kindly make provision for Hat section with Lips( straight lip and inclined lip) in the section database. Please make it such a way that if we enter the depth, width, thickness and give "generate" and all the properties gets generated automatically...

The "actual ratio" button in postprocessing mode is not working for a lot of users in Subsea7. This button is supposed to re-arrange beam utilizations from default beam number order, to utilization ascending order, and is very helpful. The problem...