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...

Main SA Concrete Design Code SABS 10100-1:2000 Edition 2.2. The Structural use of Concrete Part 1: Design Supplementary SA Concrete Design Codes SABS 10100-2:2014 Edition 3 The Structural use of Concrete Part 2: Materials and Execution of Work SAN...

Heavy loaded structures...

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

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.

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.

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...

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

it is a very useful option when you are trying to hide some selected entity for better view. HIDE SELECTED OBJECT rather than using invert Selection and other ways.