When there are many types of load definitions, it is difficult to distinguish which one each load is. If you can customize the name, it will be easier to distinguish and verify

according to GB 51249-2017, steel structure needs to do the fire calculation and corresponding design. There are more and more security reviews about fire calculation, therefore it's necessary to add these content in staad.pro.

Would like to get implemented NBC 2015 Code parameter.

It is suggested to add I sections with side plates table under specifications user table manager tabs. Offshore brownfiled modificaitons work would involve adding side plates to existing I sections to increase its capacity.

-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...

Staad pro doesn't support for modelling of rigid diaphragm for inclined floor/inclined slab/inclined roof, so that response spectrum analysis can not be achieved in this case, so it is necessary to implement feature of modelling rigid diaphragm/se...

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

Provide a method to create wind loading on Cylindrical Structures as per Wind Pressure coefficients in clause 7.3.3.7 using Table 19 of IS 875 Part-3 2015

Design Parameter "PROFILE" seems to check only first 3 characters. If I understand correctly, STAAD already selects the lightest section only for the same kind of section as the current one, and the limit on the height can be set by variables DMAX...

To determine whether a column is a no sway or a sway column, stability index Q may be computed as given in annex-e of IS456. It's a very time consuming and cumbersome calculation while we are freezing the column sizes. if Q is directly calculated ...