Recent content by pozze

Hello to everyone. I saw that you use very good books. I use them too and others of course, mostly with Eurocodes. I wanted to ask if someone has read this one: ULTIMATE LIMIT-STATE DESIGN OF CONCRETE STRUCTURES A new approach M.D.Kotsovos and M.N.Pavlovic I found this in google books where i...

i agree with Mr IJR great answer bye

hello mr is this question just to see the possibilities of SAP or is engineering decision? cuz as engineering problem i think that u dont have to treat bridge like that.it is more useful to design whole bridge and take results for all structure components. i dont know if SAP can do that, if yes...

hello i dont know for what codes you talk, but as we use Eurocodes, i think that they have clearly explained that problem thnx

i think u should consider between 2/3 and 3/4.but is usually taken 2/3.

i think you should considering pile foundation for that problem.because if u choose not to use piles than you have to go very deep on ground and you have to use gigant dimensions of foundations.