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50 KSI Steel H-pile Capacity.
| 题名： | 50 KSI Steel H-pile Capacity. |
| 作者： | Harries, K.; Lin, J.; Hasanzoi, M. |
| 关键词： | Bearing piles, Foundation beams, H-piles, Pile capacity, Bridge, Pile settlement, Yield strengh, Yield strength, Recommendations, Evaluated Data |
| 摘要： | The objective of this study is to re-evaluate the adoption, with the objective of potentially extending the utilization of Fy = 50 ksi for the structural capacity of steel H-piles (AISC HP sections) for bridge foundations. Specific consideration is given to the current capacity equations, Pn = 0.66AsFy and Pr = 0.33AsFy, with the objective of their confirmation or revision; potentially permitting fewer piles for a foundation and an associated cost savings. The impacts of any revisions, particularly upon foundation settlement, are evaluated and recommendations for the revision of DM-4 (as amended by SOL 483-14-04) are provided. |
| 总页数： | Harries, K.; Lin, J.; Hasanzoi, M. |
| 报告类型： | 科技报告 |
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