I need to calculate the Horizontal End Plate Area for a 14 inch metal shell pile with 0.25 inch wall. This terminology is new to me, how do I calculated this?
I am getting very large NEGATIVE deflections for my pier lpile runs when using a pinned head connection (hpile will be encased in concrete approx. 22ft above ground surface). Can I use a fixed-head connection in this case. If I use a pinned head connection, what could I use as a control...
I am looking for the best slope stability software, for the best price, that also calculates fos for reinforced slopes as well as for seismic loading conditions.