Group Effects Must be considered for a centre to centre spacing less than 4 diameters between pile shafts for axial loads and 5 diameters for lateral loads

   Design of rock sockets for tubular steel piles

Check 1.


Check 2.


Calculation Reference
Pile Design

Pile Analysis

LRFD Piles

Calculation Preview

yener (yener)
29 Dec 2015
File Size: 3,499.00 Kb
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File Version: 1.0
File Author: yener
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Comments: 1
johndoyle[admin] 8 years ago
Another great calculation I have awarded a free 6 month XLC Pro subscription by way of thanks.
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