预应力钢绞线伸长量
来源：动视网
责编：小OO
时间：2025-10-01 20:56:25
预应力钢绞线伸长量
φS15.24股数mm2140111.099总重总长kgm*0.9(cm)373.4339.7钢索下料长度15.443102.979.27φS15.24股数mm214091.099总重总长kgm305.2277.7钢索下料长度15.427102.369.21φS15.24股数mm2140101.099总重总长kgm338.7308.2钢索下料长度15.408101.539.14复核30mT梁边跨边梁连续端N1伸长量计算预应力索引伸量计算φS15.24股数mm214091.099总重总长kgm1
导读φS15.24股数mm2140111.099总重总长kgm*0.9(cm)373.4339.7钢索下料长度15.443102.979.27φS15.24股数mm214091.099总重总长kgm305.2277.7钢索下料长度15.427102.369.21φS15.24股数mm2140101.099总重总长kgm338.7308.2钢索下料长度15.408101.539.14复核30mT梁边跨边梁连续端N1伸长量计算预应力索引伸量计算φS15.24股数mm214091.099总重总长kgm1
φS 15.24股数
mm2
14011
1.099
总重总长
kg m
*0.9(cm)373.4339.7钢索下料长度15.443102.97
9.27 φS 15.24股数
mm2
1409
1.099
总重总长
kg m
305.2277.7钢索下料长度15.427102.369.21φS 15.24股数
mm2
14010
1.099
总重总长
kg m
338.7308.2钢索下料长度15.408101.539.14
复核30mT梁边跨边梁
连续端N1伸长量计算
预应力索引伸量计算
φS 15.24
股数
mm2
140
91.099
总重
总长kg m 14.327
*0.9(cm)297.3270.5
钢索下料长度15.027100.149.01φS 15.24
股数mm2
140
81.099
总重
总长kg m 14.271*0.90(cm)
263.3239.5钢索下料长度14.971
6.954299.248.93φS 15.24
股数mm2
140
81.099
总重
总长kg m 14.252*0.90(cm)
262.9239.2钢索下料长度14.952
98.428.86复核30mT梁中跨中梁
预应力钢绞线伸长量
φS15.24股数mm2140111.099总重总长kgm*0.9(cm)373.4339.7钢索下料长度15.443102.979.27φS15.24股数mm214091.099总重总长kgm305.2277.7钢索下料长度15.427102.369.21φS15.24股数mm2140101.099总重总长kgm338.7308.2钢索下料长度15.408101.539.14复核30mT梁边跨边梁连续端N1伸长量计算预应力索引伸量计算φS15.24股数mm214091.099总重总长kgm1
