Recent content by arsey

Thanks for all of your help. My prayers have been answered. PE: Thank you: I will track down these publications ASAP

Hello all, I am trying to design a raker to wale connection for a sheet pile earth retention system that can resist torsional and weak axis bending. I have a 210k horizontal load to resist from the wall which relates to about a 90 k vertical component at the wale. The wale is applied to...