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...

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 ...

Extend the current tapered tube definition to allow for the specification and analysis of tapered rectangular tube profiles (i..e where the length of the two side dimensions differs). Currently STAAD.Pro supports the definition and analysis of tap...

Spring supports are created only in a particular direction. For e.g. base/soil springs. negative displacement is considered as compression. what if a steel base plate is to be modelled below a concrete slab. There is no way to create a compression...

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...

I would suggest SFA to add an option exporting designed combined footing and raft foundation to RCDC for detailing as we know RCDC is powerfully in producing structural drawings

I think the wind load application should be rewritten to make it simpler and more user friendly. STAAD is at least three times as long as SAP2000 when inputting wind loads.

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