Socket Pile Analysis And Design
 

This Excel calculation can be downloaded by ExcelCalcs subscribers.Please login or Subscribe.

Description:
Calculation Preview

ANALYSIS AND DESIGN OF DRILLED SHAFT FOUNDATIONS SOCKETED INTO ROCK.
Concrete Young's Modulus 
Soil Heigth
Axial Load
Atmospheric Pressure
Side Shear Resistance
Foctor Saffety
Maximum Axial Load
Pile Diameter
Socket Depth
Concrete Poisson Ratio
Rock Young's Modulus
Stiffness Parameters
Elastic Stiffness Equation

Calculation Reference
Socket Pile Analysis And Design
| Find on Amazon.com | Find on Amazon.co.uk | Find on Amazon.fr | Find on Amazon.de | Find on Amazon.ca |
ANALYSIS AND DESIGN OF DRILLED SHAFT FOUNDATIONS
| Find on Amazon.com | Find on Amazon.co.uk | Find on Amazon.fr | Find on Amazon.de | Find on Amazon.ca |
Geotechnics
| Find on Amazon.com | Find on Amazon.co.uk | Find on Amazon.fr | Find on Amazon.de | Find on Amazon.ca |

Version History
Subscribe to this topic and get notified by mail about new posts Favorite to this topic Discuss this item in the forum. Check the version history to see how this calculation has changed over time. Use the Subscribe button to receive an automatic email should this calculation be updated to a higher version. Use the Favourite button so you can easily find this calculation in the future.

Submitted On:
27 Apr 2015
Submitted By:
BABACAN
File Date:
27 Apr 2015
File Author:
Turan Babacan
File Version:
1.0
File Size:
84.00 Kb
File Type:
xlsx
XLC:
This download requires the XLC Add-in for Excel to be installed.
Downloads:
151
Rating:
stars/5.gifTotal Votes:2
HTML Link:
Copy code below to your web page to create link to this page:
HTML Window:
Copy code below to your web page to create a dynamic window to this download:
Like This?:
View the profile of the person who submitted this calculation and see all their other calculations hosted at ExcelCalcs.
Need Help?:
Use the comment feature below to raise any questions relating to this download. The question will be automatically emailed the author and all users subscribing to this comment thread.

Comments  

 
#3 JohnDoyle[Admin] 2018-12-02 19:26
The description says that the XLC addin is required. So it needs to be installed.
 
 
#2 afb5860@gmail.com 2018-11-30 13:27
Downloaded spread sheet getting the following errors, please advise:

?max = 8.91 kip/ft2 #NAME? Side Shear Resistance
FS = 2.5 Foctor Saffety
Qmax = 250.0 kip/ft2 #NAME? Maximum Axial Load

B = 1.5 ft Pile Diameter
D = #NAME? ft #NAME? Socket Depth

?r = 0.25 Concrete Poisson Ratio
Er = 2000.0 kip/ft2 Rock Young's Modulus
n = #NAME? #NAME?
H = #NAME? ft #NAME? #NAME?
Wp = #NAME? kip
 
 
#1 JohnDoyle[Admin] 2015-04-27 17:57
How did you make those lovely equations? Well done Turan. Who says old dogs can't learn new tricks?
 

Please sign in or register to add a comment.

We have 5 guests and 39 members online
Contact Us
post/emailEmail (preferred method of contact)
telephone US +1 617 5008224
telephone EU +44 113 8152220
Our Feeds
Repository RSS. Forum RSS. User Comment RSS. News RSS.

 

 

Real Time Analytics