Provide the ability to have horizontal moving loads in addition to the vertical loads. For example, ASCE 7 requires cranes to be designed for vertical loads and horizontal loads. It would be great if STAAD had the ability to have both the vertical...

Steel Auto-Drafter draws member releases with a 20mm offset by default. The user would like to set this offset distance to an arbitrary distance. Additionally, the user would like to set separate distances for each of the following members: ...

Frequently used for design of all steel structure with shed/roof CONCERN CODE(ALL) especially IS 875 part 3: 1-Sir, staad CE has support the auto wind load as for clad/unclad buildings, this wind load is applied on the surfaces/periphery of buildi...

Two things here:Have the ability for STAAD (in the physical modeler) to calculate the section properties when entering a new shape into an existing database. For example, I'm adding a new hat channel into the AISI cold formed Profiles database. In...

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

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

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

All tapered section name shows as a tapered . its very useful if staad pro show the tapered section show the section in the display- Tapered I- 300x6+200x8+150x8 if its uniform web depth Tapered I- (300-750)x6+200x8+150x8 if its tapered web depth ...

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...