AGPRC105 pile
Aizawa High Pressure Concrete Co., Ltd.
About This Product
PHC section converted cross-sectional moment of inertia (×10^4mm4): 35.964
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Product
AGPRC105 pile
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Handling Company
Aizawa High Pressure Concrete Co., Ltd.
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Categories
1 Models of AGPRC105 pile
| Product Image | Part Number | Price (excluding tax) | Converted cross-sectional area (×10^2mm2) | Converted moment of inertia (10^4mm4) | Deformed steel bar arrangement radius (mm) | Deformed steel bar cross-sectional area (mm2) | Design standard strength | Effective prestress (N/mm2) | Long term compression | Long-term bending tensile | Long-term diagonal tension | Number of deformed steel bars (pieces) | PHC section Pile diameter Node section | PHC section Pile diameter Shaft section | PHC section converted cross-sectional area (×10^2mm-2) | PHC section design bending strength crack (kN-m) | PHC section design bending strength ultimate (kN-m) | PHC section effective prestress (N/mm2) | PHC section shear and other strength short-term tolerance (kN) | PHC section shear strength (kN) | PRC part PC steel material placement radius (mm) | PRC part Pile diameter shaft part | PRC part thickness | PRC section PC steel cross-sectional area (mm2) | PRC section PC steel material Number of pieces (pieces) | PRC section PC steel material nominal diameter (mm) | PRC section Pile diameter joint section | Short term bending tensile | Short term compression | Short-term diagonal tension |
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AGPRC105 PRC section pile diameter node 400Ⅰ Deformed steel bar D13 PHC section pile diameter node 400Ⅰ |
Available upon quote | 502 | 38.112 | 119 | 760 | 105N/mm2 | 6.7 | 30N/mm2 | PHC part 2.0N/mm2 | 1.2N/mm2 | 6 | 440 | 300 | 471 | 35 | 79 | 7.1 | 94 | One two three | 120 | 300N/mm2 | 60N/mm2 | 471 | 6 | 10 | 440N/mm2 | PHC part 4.0N/mm2 | 60N/mm2 | PHC part 1.8N/mm2 |
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