Hello!
In Autodesk Robot Structural I'm analyzing and designing house on pile foundation. I have more questions about designing in RSA.
1.) I think I get wrong required reinforcement for RC floor slab number 20 in model. I payed attention to slab console lenght 2.7 m.
On picture look at slab console, there is no required reinforcement in zone like +Ax. When I made small model only for this slab, I get different required reinforcement in zone +Ax, and I think that this is right result. Why happened this in the full model? Please look in the zip file for file of ''full model'' and file of ''slab model''.
2.) Why I get so much of reinforcement on all surface in the same slab, when I made SLS Parameters - reinforcement adjust for deflection? Shouldn’t I get extra reinforcement just on exceed of slab deflection?
3.) Why I get negative results for timber beam sections? When I made manually calculation of this beam, I get that sections are OK or safe... Is problem in timber calculation settings in RCA?
4.) The entry of pile fondation or earth support is correct?
5.) How or where I can look for reactions on bottom of pile foundation? And reactions on slab edge above wall?
6.) How I can check of type support on slab edge above wall (if is pinned or fiexed)?
Thank you very much for helping!
