Add angle section to ram connnection so that the column base node of Lattice structure can be calculated

Design of cantilever slab in RCDC should be added and also slab supported by beams on its two sides and its other two sides free or only three sides are supported by beams and the other side free.

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.

To be forced to go assign both a node # and every member between 2 nodes for a few beams is not a big deal but when it's a giant model, it takes days to assign these values for deflection checks. Something must be done to make this more user frien...

Please find the combination of three models by different engineer. Under this when finally local stresses are checked, the contours are not smooth. if by any chance local axis of elements can be change, this will same a valuable time of re modelli...

For analysis of water retaining structure as per IS 3370,staad CE doesn't support IS3370

Currently, if there are multiple design blocks present in a STAAD model, in the post-processing utilization table, design ratio from the last design block is reported. It is very common to define multiple design blocks with different set of parame...

Structure discontinuties provided for thermal expansion isn't allowed in dynamic analysis, so provide feature so that we can analyse such structure without separating the model in individual file..

Currently, it is possible to display results for multiple design blocks with AISC360-16 results only. This feature is also required for AIJ2005 and 2002. In AIJ codes, load cases are classified into parmanent loads, temporary loads and loads for...

When you open a Section from the Properties panel by double-click, you are prompted to the same Table, including section type as the one you double-clicked. That is OK. But the table is just opened regardless of what section size or configuration ...