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Pile Capacity: HP12X53
Driven pile and drilled shaft nominal resistance data — steel H-piles (HP8 to HP16), pipe piles (12 and 16 in OD), precast concrete piles, and drilled shafts with cross-section properties, structural capacities, and typical skin friction and end bearing ranges by soil type
| pile type | area in2 (in2) | depth in (in) | end bearing clay ksf max (ksf) | end bearing clay ksf min (ksf) | end bearing sand ksf max (ksf) | end bearing sand ksf min (ksf) | min embedment ft (ft) | perimeter in (in) | skin friction clay ksf max (ksf) | skin friction clay ksf min (ksf) | skin friction sand ksf max (ksf) | skin friction sand ksf min (ksf) | standard | structural capacity kips A36 (kips) | structural capacity kips A572 (kips) | weight plf (lb/ft) | width in (in) |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| HP12X53 | 15.5 | 11.8 | 30 | 10 | 180 | 60 | 15 | 47.6 | 1.4 | 0.4 | 2.5 | 0.6 | AISC Steel Construction Manual 16th Ed; AASHTO LRFD 9th Ed Section 10.7 | 558 | 776 | 53 | 12 |
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