I get:
*ERROR* FOOTING SIZE TOO SMALL IN LINE..
ELASTIC FOOTING 0 0 DIRECT Y SUBGRADE 0
*ERROR* INVALID STAAD INPUT :ELASTIC FOOTING 0 0 DIRECT Y SUBGRADE 0
Isn't it better to use FIXED BUT support instead of FOUNDATION support? Releasing FX and FZ would allow for the point load tensions to be applied to the structure, correct?
*ERROR* FOOTING SIZE TOO SMALL IN LINE..
ELASTIC FOOTING 0 0 DIRECT Y SUBGRADE 0
*ERROR* INVALID STAAD INPUT :ELASTIC FOOTING 0 0 DIRECT Y SUBGRADE 0
Isn't it better to use FIXED BUT support instead of FOUNDATION support? Releasing FX and FZ would allow for the point load tensions to be applied to the structure, correct?
