Grid lines are already included when using Auto Drafter. That idea could be very useful in GUI.

For Blast loads in some cases we have to apply blast load in all the direction i.e x and z in different load cases. presently the time history load is possible only in one load case. Time history should be allowed to be added in mutiple load cases

It is new code introduced by IS Commitee for Steel Design. Those engineers working on STEEL Design across any industry will have to use all codal provisions suggested by IS8168. Accordingly STAAD Pro has to be upgraded.

The ability to apply horizontal moving loads that move in the vertical direction (up a column) (e.g. elevator loads on a column).

Currently, ASCE7-22 is not available in STAAD. Pro. Wind and Seismic load generation with this code is required for our project execution.

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...

Kindly add the back-to-back properties of Lysaght C section (combinedly it becomes I- section) ,it is widely used in cold form structures.

-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...

Hi, Typically, to get end forces to design the connection for a certain beam size, a group is created and the bounding beam forces for the group are extracted using the "Beam Results - Beam Forces - Summary table" using the "Results Setup - Range ...

There is currently no efficient way to consider the live load reduction factor in STAAD.Pro. It would be fantastic to add a parameter to the design section (e.g., under CSA S16-19 or AISC 360-16) to consider a live load reduction on an element by ...