Gtoyo
Structural
- Dec 4, 2002
- 18
Could anyone has idea about using prestress wires in PC. pile to transfer tension in pier. My colleague in office say that in case of piles subjected to tension due to wind such as in PEB building were penetrated too short and dowel have to cut out to reach design pile top level, we can sonsidering to use their prestress wires to transfer this force. For me i'm disagree with him.
Did somebody out there has experienced with this. In case of can, how can we calculted embeded length to concrete. I cant find some helpful sources in ACI for embedded length of these wires except doformed and weld wire fabric.
Assume that a pile was subjected to 16 kips in tension and no problem from soil only the way to transfer tension through pile only.
Thanks.
Did somebody out there has experienced with this. In case of can, how can we calculted embeded length to concrete. I cant find some helpful sources in ACI for embedded length of these wires except doformed and weld wire fabric.
Assume that a pile was subjected to 16 kips in tension and no problem from soil only the way to transfer tension through pile only.
Thanks.