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| 24" HOLLOW OCT. PILES | Solid 24" Pile | Next larger size |
Low prestress level![]() 8 strands - fpc = 706 Design Criteria |
f'c = 6 ksi 269 ton axial load |
f'c = 7 ksi 318 ton axial load |
f'c = 8 ksi 368 ton axial load |
High prestress level![]() 15 strands - fpc = 1252 Design Criteria |
f'c = 6 ksi 247 ton axial load |
f'c = 7 ksi 296 ton axial load |
f'c = 8 ksi 346 ton axial load |