ROCK SOCKETS TUBULAR PILE DESIGN-ANALYSIS-CHECKS

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2

Description


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

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Uploaded
29 Dec 2015
Last Modified
29 Dec 2015
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102
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1.0
File Author:
yener
Rating:
2

 
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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.