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IMPORT FLOOR SLAB (ANALYSED PLATE ) FROM STAAD PRO TO RCDC FOR DESIGNING

It would be helpfull if modeled floor slab analysed in STAAD.Pro to be imported in RCDC for designing
almost 2 years ago in STAAD Concrete 0 Needs review

I sections with side plates

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.
over 1 year ago in STAAD.Pro 1 Needs review

Modeling of trapezoidal pattern raft foundation in staad foundation advance

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...
over 1 year ago in STAAD Concrete 0 Needs review

Can we combine the Bending & Shear Diagrams in a single query?

Can we have a single query where we can have both the Bending Moments, and Shear forces can be sketched in the query report? adding the Deflection Diagram would also be an added advantage.
6 months ago in STAAD.Pro 2 Already exists

Rigid diaphragm on inclined floor/pitched floor/roof

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...
over 1 year ago in STAAD.Pro 1 Already exists

WIND CORNER PRESSURE AND ROOF IN WIND LOAD GENERATOR

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...
over 2 years ago in STAAD.Pro 2 Needs review

Stress Ratio Results for Multiple Load Cases

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.
about 2 years ago in STAAD.Pro 3 Future consideration

Design of Column with basement shear wall in RCDC

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...
over 1 year ago in STAAD Concrete 3 Needs review

OpenSTAAD function to extract the capacity of members

OpenSTAAD function to extract the capacity of members, so that it will be used for additional checks as per Code
about 2 years ago in STAAD.Pro 7 Future consideration

Provide wind generation on Fireproof Members

STAAD does not consider the additional width of the fireproofed members; producing underestimated wind generated loads for open structures like piperacks. Please include this feature as this would make several of my colleagues happy.
over 5 years ago in STAAD.Pro 5 Future consideration