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基基于于概概率率极极限限状状态态设设计计法法 内内壁壁 垂深m 水水压压力力 MpaMpa 按规范估 算厚度m 壁壁厚厚m m内内半半径径m m 砼强度设 计值 砼强度标 准值 钢筋强度 设计值 钢筋强度 标准值 安全 系数 抗力分 项系数 配筋率配筋面积 环向单侧 构造配筋 HP0thRnfcfckfyfykKγRρAsAs 1001.23420.210.84.535.950.23003352.23.2-0.03196 -23332.71500 2002.46840.460.84.535.950.23003352.23.2-0.02017 -14726.51500 3003.70260.760.84.535.950.23003352.23.2-0.00838 -6120.261500 4004.93681.1114.535.950.23003352.23.2-0.018-16735.41900 5006.1711.5414.535.950.23003352.23.2-0.00621 -5771.241900 6007.40522.101.24.535.950.23003352.23.2-0.02594 -29314.12300 7008.63942.841.24.535.950.23003352.23.2-0.01415 -15992.12300 8009.87363.901.24.535.950.23003352.23.2-0.00236 -2670.092300 90011.10785.611.34.535.950.23003352.23.2-0.01268 -15596.12500
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