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| 12" SQUARE PILES | Next larger size |
Low prestress level![]() 4 strands - fpc = 739 Design Criteria |
f'c = 6 ksi 128 ton axial load |
f'c = 7 ksi 152 ton axial load |
f'c = 8 ksi 176 ton axial load |
High prestress level![]() 7 strands - fpc = 1233 Design Criteria |
f'c = 6 ksi 119 ton axial load |
f'c = 7 ksi 142 ton axial load |
f'c = 8 ksi 166 ton axial load |