The way like STAAD physical has it now allows to create only one by one panels with pressure redistribution only in x or Z direction. Just inclined members in the attached sketch cannot be loaded with parallel or perpendicular directions. Also it ...

Iam designing a reinforced concrete ramp as a plate,the difficult iam facing is there is no BS 8110 in analytical design,and with the available BS 8007 i cant check deflection of the plate.

The following improvements should be made to Staad Pro 1.The automatic generation of wind load should be made available to Indian code also apart from American code.It will save lot of time in analysis and manual calculation. 2. Automatic creation...

Option for adding wall load (partition wall) as line load direct on slab should be added

I want to design this kind of steel truss in Staad Pro Connect Edition, should i run analysis in staad space or staad plane which one is correct?

May you add an option for choosing the strength stirrups in RCDC,by default is 250 but when i want to use stirrup of 410 its not possible to change its strength in RCDC

Quantities of block work, sand, gravel, cement and their cost estimates and price quotes in different currencies with updates for currency exchange.

The Plate Center Stress table has Global Moments as one of the tabs. However there is no Summary tab corresponding to Global Moments that can enable the user to find out the maximum quickly.

Allow offset to be changed in dialog that appears when double-clicking member similar to how Beta angle can be edited. Sometimes I may have over a hundred offset commands. If I need to change the offset of a particular member I have to step throug...

I often create models with multiple support conditions. Because of STAAD's requirements on support degrees of freedom I have to model lift cases first. This means that I cannot model seismic cases first as required if I want to use STAAD's seismic...