pringsmani
Civil/Environmental
- Oct 28, 2012
- 1
Dear Sir,
i am facing one small problem in pile caps eccentricity.....
i have a foundation size 8.2mX4.6 m ... in that 8.2 m lengthwise i am getting 150 mm eccentricity... is there any problem occurs or how to manage this problem...
is there any is codes for accepting the above stated pronblem...
kindly anyone pls help me sir...........
Regards
Manikandan
i am facing one small problem in pile caps eccentricity.....
i have a foundation size 8.2mX4.6 m ... in that 8.2 m lengthwise i am getting 150 mm eccentricity... is there any problem occurs or how to manage this problem...
is there any is codes for accepting the above stated pronblem...
kindly anyone pls help me sir...........
Regards
Manikandan