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.

Staad foundation advance (SFA) has an option to assign plates of various thickness, but it should also have an option to model such plates in TRAPEZOIDAL PATTERN as shown in below images,which is frequently used to model raft foundation, also plac...

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...

When the basement shear wall is modelled along with intermediate columns as shown in image, and such columns supposed to designed in RCDC , then RCDC devides the length of columns into small length/small segments as per meshing of adjacent shear w...

Show code check results for more than just the worst case. Should be able to see what the next worst, and next worse after that and so on. It's been over 10 years since I used it but I believe SACS does this. If so, could take a look at it.

Base pressure contour for raft footing is available for the envelop of the loads in Space Gass but not in STAAD. It is important to have this feature be implemented in STAAD too to facilitate the raft footing design based on allowable bearing pres...

Hello i would like to drop my suggestion for consideration, as we know up to now Wind Load generator, can only generate wind on panels. But during design we may have to apply corner wind pressure especially in connection design and also to apply w...

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

OpenSTAAD function to extract the capacity of members, so that it will be used for additional checks as per Code

Currently RCDC works only in Euro code for water tank.. my suggestion is please consider IS:3370 for water tank design.