03-01-2009, 10:59 PM
The wall dimensions are considerable. The stresses due to the pressures behind the wall are difficult to simplify with a view to calculate the wall like a beam. I consider that the best thing is to calculate the wall like so, modeling it with support embedded in the points of the piles caps or with continuous support, following the final building model, I think
The case that you present is very interesting to discuss. I had already discussing with other colleagues
Thanks a lot
The case that you present is very interesting to discuss. I had already discussing with other colleagues
Thanks a lot