Thank you. It is just a one story building (all on screw piles though) so not much lateral loads. I am just wondering if the soil-grade beam can provide some lateral capacity in this case. Or is it possible to have couple of inclined piles in inverted V shape so lateral load will transfer to...
Thank you very much.
What about the small loads from the slab on grade, which is considered as suspended. Do I transfer the loads from slab to the wall instead?
I was consider there was not much room if I shift the screw pile to the central line of the wall (but dik and Kootk have pointed out...
Thank you.
Do you mean move the screw pile under the center of the wall? Thats what I was thinking but I wonder there will not be enough cover or room for screw pile to footing. Also, I have some small loads from the slab on grade as well. So it will be hard to find a perfect central location...
Can anyone please give advice on the analysis and design (detailling etc) on this eccentric loads applied on the edge beams that are supported by the screw piles? Thanks
