At present design of double channel in STAAD as per IS800 LSD is having certain work flow. It assumes higher MI as a major axis even if it can be about minor axis Y which is not correct. STAAD should consider section orientation as provided by use...

In most of the industrial sheds, double I section spaced apart is used as crane column and single I section is used to support the roof above. In present STAADpro ver 24 facility to design double I section as per IS800 LSD is not available . This ...

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

For the Structure Wizard in the Analytical workflow:- Mouse Zoom behavior could be aligned with that of the STAAD interface (in STAAD - scroll up is zoom-in and scroll down is zoom-out) Pan by mouse could be advantageous, so is exiting the PAN mod...

request to add a future to split/divide a plate element in physical modeler by using a reference line

Add tapered rectangular tube section  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 ...

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.

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...

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...

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...