Hello!
Its an abutment and i just considered only one loading to cross-check the strap results with my hand calculations. Actually I have loadings in all directions.
Thanks,
There you go guys...
Those are batter pile...A pile driven at an inclination to the vertical to provide resistance to horizontal forces... because its an abutment for one of the bridge..
Thanks,http://files.engineering.com/getfile.aspx?folder=af06cacb-48ae-469f-9931-a86cc2861861&file=Pilecap.pdf
Hello!
I am trying to do hand check reactions of what STRAP gave me. But its a 3D solid model and I am finding hard time to get reactions by hand because it involves huge pile cap stiffness too. Can anyone throw some light on how it has to be done?
Really appreciate your time.
Attached: Pile...
Hello all!
I have a situation. There is a 45deg excavation near the existing sign board which is on a short pile. Just wondering how far digging can go without damaging the pile?
Appreciate for help.