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Imperial Metric: Project: Task: File: Engineer: Date

This document contains information about allowable skin friction values at different depths below ground for pile foundation design. It also includes a table with calculations for pile capacity checks for a reference pile (C1) under different load combinations. The calculated capacities are compared against the required capacity to check that design requirements are met.

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MrJanji Johny
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59 views1 page

Imperial Metric: Project: Task: File: Engineer: Date

This document contains information about allowable skin friction values at different depths below ground for pile foundation design. It also includes a table with calculations for pile capacity checks for a reference pile (C1) under different load combinations. The calculated capacities are compared against the required capacity to check that design requirements are met.

Uploaded by

MrJanji Johny
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLS, PDF, TXT or read online on Scribd
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Project:

Task:
File: Engineer: DP Date: this sheet has
not been
Allowable Skin Friction verified for
Allowable Skin Friction engineering
Depth below ground, m kPa 2
0 10Plot
20Data
30 40 50 60 use, use at own
0 - 2 0 0 0 0 Units risk.
2 - 5 30 2 2 0
5 - 10 40 4 2 30
Metric

Depth
6
10 < 50 5 30
8
10 5 40
Imperial
Bell Bearing Resistance, kPa 12 10 40
600 @ 8 m 14 10 50
16
800 @ 9 m 14 50

Roof 2nd Floor 1st Floor Bracing Wall1 Grade Beam Resistance Check
Trib. Dead Add. Live Trib. Dead Live Trib. Dead Live Trib. Dead Live Axial Trib. Dead Trib. Pile Specification D+L D+0.7(L+W) D+W
Area kPa Drift kPa Area kPa kPa Area kPa kPa Area kPa kPa Force Length Height kPa Length Depth Width Total Type Dia Cutoff Length No. Bell Dia Volume Cr C C C
Reference m2 1.25 kPa 1.40 m2 2.90 2.40 m2 0.00 0.00 m2 kN m m 1.00 m m m kN mm m m Piles mm m3 kN kN Ratio kN Ratio kN Ratio
C1 15.0 18.8 0.3 25.5 15.0 43.5 36.0 0.0 0.0 0.0 0 0 0 5.00 6.00 30 6.00 0.80 0.20 22.56 Friction 400 0 10 1 1.26 364.4 176.3 48% 157.9 43% 114.8 32%

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