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
Submitted By:
Submitted On:
29 Dec 2015
File Size:
3,499.00 Kb
Downloads:
96
File Version:
1.0
Full download access to any calculation is available to users with a paid or awarded subscription (XLC Pro).
Subscriptions are free to contributors to the site, alternatively they can be purchased.
Click here for information on subscriptions.
Comments: 1
×
![avatar JohnDoyle[Admin]](/media/com_osmembership/avatars/62_56e81868b9b33.png){kind=small}
JohnDoyle[Admin]
7 years ago
Another great calculation I have awarded a free 6 month XLC Pro subscription by way of thanks.