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历史 ASTM C890-06
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Standard Practice for Minimum Structural Design Loading for Monolithic or Sectional Precast Concrete Water and Wastewater Structures 最小结构设计加载单片或分段预制混凝土水和废水结构的标准实践
发布日期: 2006-01-01
1.1本规程描述了设计整体或分段预制混凝土水和废水构筑物时应用的最小荷载,规范C 478中涵盖的混凝土管道、箱涵、公用设施结构和材料除外。 本标准并非旨在解决与其使用相关的所有安全问题(如有)。本标准的用户有责任在使用前制定适当的安全和健康实践,并确定监管限制的适用性。 1.2以英寸-磅为单位的数值应视为标准值。括号中给出的值仅供参考。 ====意义和用途====== 本规程旨在标准化用于预制产品结构设计的最小荷载。 用户应注意,他必须将预期的现场条件和要求与设计荷载适当关联。现场条件可能决定负载大于最小值。
1.1 This practice describes the minimum loads to be applied when designing monolithic or sectional precast concrete water and wastewater structures with the exception of concrete pipe, box culverts, utility structures, and material covered in Specification C 478. This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use. 1.2 The values stated in inch-pound units are to be regarded as the standard. The values given in parentheses are provided for information only. ====== Significance And Use ====== This practice is intended to standardize the minimum loads to be used to structurally design a precast product. The user is cautioned that he must properly correlate the anticipated field conditions and requirements with the design loads. Field conditions may dictate loads greater than minimum.
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发布单位或类别: 美国-美国材料与试验协会
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归口单位: C27.30
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