Pile Design Data Sheet
The following tables including pile foundation layout and loading shall be submitted to the Geotechnical Engineer at the early stage of design for their review.
Pile Loading* |
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Pier No. | Service-I Limit State |
Strength Limit State |
Extreme Event-I |
Ultimate |
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Bearing Loading** | Uplift Loading |
Bearing Loading |
Uplift Loading |
Bearing Loading |
Uplift Loading |
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1 |
==== |
==== | ==== | ==== | ==== | ==== | |
2 |
==== | ==== | ==== | ==== | ==== | ==== | |
3 |
==== | ==== | ==== | ==== | ==== | ==== | |
4 |
==== | ==== | ==== | ==== | ==== | ==== |
* Values in this table are per pile and are the maximum values at the pier. If no piles go into uplift, enter 0.0 for uplift loading.
** Include loading due to downdrag but does not include the effect of loss of friction.
Pile Foundation Data |
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Pier No. | Pile Size/Type |
Total
Number |
Pile Spacing |
Pile Cap Dimensions |
Pile Tip Elevation |
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Longitudinal |
Transverse | Length |
Width |
Thickness | ||||
1 |
==== |
==== |
==== | ==== | ==== | ==== | ==== | ==== |
2 | ==== | ==== | ==== | ==== | ==== | ==== | ==== | ==== |
3 | ==== | ==== | ==== | ==== | ==== | === | ==== | ==== |
4 | ==== | ==== | ==== | ==== | ==== | ==== | ==== | ==== |