ROCK SOCKETS TUBULAR PILE DESIGN-ANALYSIS-CHECKS
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
Calculation Preview
Uploaded
29 Dec 2015
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Last Modified
29 Dec 2015
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3,499.00 Kb
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100
File Version:
1.0
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Comments: 1
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JohnDoyle[Admin]
8 years ago
Another great calculation I have awarded a free 6 month XLC Pro subscription by way of thanks.