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~temp.dat
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##JiKeng_V73
##Name
##ChaXun 查询内容 NONAME.DXF NONAME.RTF
##计算信息 1,1,11,1
#--------------------------------------支护类型 1
##基坑深度 10.000000,0,1.000000
##右侧花管数 0
##左侧花管数 0
1, 0.000000, 25.000000, 25.000000,1,1.000000,0,0
###土数据: 1,50.000000,18.000000,10.000000,15.000000,0.600000,1.000000,1.000000,1,1.000000,10.000000,10.000000,10.000000,120.000000,10.000000,150.000000,8.000000,0.000000,10.000000,10.000000,80.000000,50.000000,10000.000000,1.000000,0,1.000,15.000000,0,0.741000,10.000000,1.000000,5.000000,1,0.000000,1.000000,1.000000
##超载数 0,0,1,1
###超载数据 1,0.000000,10.000000,0.000000,1.000000,1,1,1,1,1
##放坡数 0
坡前加固土体 0,3.000000,0,0,0,0,10.000000,0.000000,50.000000,0,0,1,0,0.000000,1
###土数据: 1,2.000000,18.000000,20.000000,30.000000,0.600000,1.000000,1.000000,1,1.000000,10.000000,10.000000,10.000000,120.000000,10.000000,150.000000,8.000000,0.000000,15.000000,15.000000,80.000000,50.000000,10000.000000,1.000000,0,1.000,15.000000,0,0.741000,10.000000,1.000000,5.000000,1,0.000000,1.000000,1.000000
###土数据: 1,50.000000,18.000000,10.000000,15.000000,0.600000,1.000000,1.000000,1,1.000000,10.000000,10.000000,10.000000,120.000000,10.000000,150.000000,8.000000,0.000000,10.000000,10.000000,80.000000,50.000000,10000.000000,1.000000,0,1.000,15.000000,0,0.741000,10.000000,1.000000,5.000000,1,0.000000,1.000000,1.000000
工况数 7,2,1.300000
###工况数据 0.000000,2.700000,0.000000,0.000000,0.000000,0.000000,0,0,1.000000,1.000000,1
2.700000,0.500000,0.500000,1,0
###工况数据 0.000000,2.500000,0.000000,0.000000,0.000000,0.000000,0,1,1.000000,1.000000,1
1.000000,0.500000,0.500000,1,0
###工况数据 0.000000,5.200000,0.000000,0.000000,0.000000,0.000000,0,0,1.000000,1.000000,1
5.200000,0.500000,0.500000,1,0
###工况数据 0.000000,5.000000,0.000000,0.000000,0.000000,0.000000,1,1,1.000000,1.000000,1
1.000000,0.500000,0.500000,1,0
###工况数据 0.000000,7.700000,0.000000,0.000000,0.000000,0.000000,0,0,1.000000,1.000000,1
7.700000,0.500000,0.500000,1,0
###工况数据 0.000000,7.500000,0.000000,0.000000,0.000000,0.000000,2,1,1.000000,1.000000,1
1.000000,0.500000,0.500000,1,0
###工况数据 0.000000,10.000000,0.000000,0.000000,0.000000,0.000000,0,0,1.000000,1.000000,1
10.000000,0.500000,0.500000,1,0
基坑等级与土条宽度 2,1.000000,1.000000,0,0,0,0,1,1,0,1,1,1,0,1,0,1,40.000000,0,1.000000,0,0,0
##SNT_SHANGHAI_GAMA0 1.200000,1.000000,0.900000,2
##WENDING 1.350000,1.300000,1.250000
##LONGQI_KENGDI 1.800000,1.600000,1.400000
##LONGQI_YUANHU 2.200000,1.900000,1.700000
##QINGFU 1.250000,1.200000,1.150000
##QINGFU_ZHIMAO 1.000000,1.000000,1.000000
##QINGFU_LAMAO 1.000000,1.000000,1.000000
##HUAYI 1.200000,1.200000,1.200000
##TUYONG 1.100000,1.100000,1.100000
##SHENLIU 1.600000,1.500000,1.400000
##GUANYONG 1.000000,1.000000,1.000000,1
##GOUZAO 0.800000,0.300000,0.200000
##QIANGUSHENDU 1.200000,1,1,1,0,1,0,0,0,0,0,1,2
##MANGAN_TUDING 1.000000,1.000000,1.000000,1.250000,1.000000,1.000000,1.000000,3
##ZHEJIANG 0.000000,0.000000,0.000000,1.000000,1.000000,1.000000,1.000000,1.000000,1.000000,50.000000
##WENDING 1.350000,1.300000,1.250000
##LONGQI_KENGDI 1.400000,1.300000,1.200000
##LONGQI_YUANHU 1.400000,1.300000,1.200000
##QINGFU 1.250000,1.200000,1.150000
##QINGFU_ZHIMAO 1.000000,1.000000,1.000000
##QINGFU_LAMAO 1.000000,1.000000,1.000000
##HUAYI 1.200000,1.200000,1.200000
##TUYONG 1.100000,1.100000,1.100000
##SHENLIU 2.000000,1.800000,1.600000
##GUANYONG 1.900000,1.700000,1.500000,1
##GOUZAO 1.000000,0.600000,0.300000
##QIANGUSHENDU 1.200000,1,1,1,0,0,0,0,1,0,0,1,2
##MANGAN_TUDING 1.000000,1.000000,1.000000,1.250000,1.000000,1.000000,1.000000,3
##ZHEJIANG 0.000000,0.000000,0.000000,1.000000,1.000000,1.000000,1.000000,1.000000,1.000000,50.000000
##WENDING 1.250000,1.250000,1.250000
##LONGQI_KENGDI 2.500000,2.000000,1.700000
##LONGQI_YUANHU 2.200000,1.900000,1.700000
##QINGFU 1.200000,1.100000,1.050000
##QINGFU_ZHIMAO 1.000000,1.000000,1.000000
##QINGFU_LAMAO 1.000000,1.000000,1.000000
##HUAYI 1.200000,1.200000,1.200000
##TUYONG 1.050000,1.050000,1.050000
##SHENLIU 2.000000,2.000000,2.000000
##GUANYONG 1.000000,1.000000,1.000000,1
##GOUZAO 0.800000,0.300000,0.200000
##QIANGUSHENDU 1.200000,0,0,0,0,0,0,0,0,0,0,1,2
##MANGAN_TUDING 1.000000,1.000000,1.000000,1.250000,1.000000,1.000000,1.000000,3
##ZHEJIANG 0.000000,0.000000,0.000000,1.000000,1.000000,1.000000,1.000000,1.000000,1.000000,50.000000
##WENDING 1.300000,1.250000,1.200000
##LONGQI_KENGDI 1.600000,1.600000,1.600000
##LONGQI_YUANHU 1.400000,1.400000,1.400000
##QINGFU 1.500000,1.400000,1.300000
##QINGFU_ZHIMAO 1.000000,1.000000,1.000000
##QINGFU_LAMAO 1.000000,1.000000,1.000000
##HUAYI 1.300000,1.300000,1.300000
##TUYONG 1.100000,1.100000,1.100000
##SHENLIU 2.500000,2.500000,2.500000
##GUANYONG 1.000000,1.000000,1.000000,1
##GOUZAO 0.300000,0.300000,0.200000
##QIANGUSHENDU 1.200000,1,1,0,1,1,0,0,0,0,0,1,2
##MANGAN_TUDING 1.000000,1.000000,1.000000,1.250000,1.000000,1.000000,1.000000,3
##ZHEJIANG 0.000000,0.000000,0.000000,1.000000,1.000000,1.000000,1.000000,1.000000,1.000000,50.000000
##WENDING 1.300000,1.300000,1.300000
##LONGQI_KENGDI 1.400000,1.400000,1.400000
##LONGQI_YUANHU 1.400000,1.400000,1.400000
##QINGFU 1.200000,1.200000,1.200000
##QINGFU_ZHIMAO 1.200000,1.200000,1.200000
##QINGFU_LAMAO 1.300000,1.300000,1.300000
##HUAYI 1.300000,1.300000,1.300000
##TUYONG 1.100000,1.100000,1.100000
##SHENLIU 1.200000,1.200000,1.200000
##GUANYONG 1.000000,1.000000,1.000000,1
##GOUZAO 0.800000,0.300000,0.200000
##QIANGUSHENDU 1.200000,0,0,0,0,0,0,0,0,0,0,1,2
##MANGAN_TUDING 1.000000,1.000000,1.000000,1.250000,1.000000,1.000000,1.000000,3
##ZHEJIANG 0.000000,0.000000,0.000000,1.000000,1.000000,1.000000,1.000000,1.000000,1.000000,50.000000
##WENDING 1.350000,1.300000,1.250000
##LONGQI_KENGDI 1.800000,1.600000,1.400000
##LONGQI_YUANHU 1.600000,1.500000,1.400000
##QINGFU 1.200000,1.150000,1.100000
##QINGFU_ZHIMAO 1.200000,1.150000,1.100000
##QINGFU_LAMAO 1.200000,1.150000,1.100000
##HUAYI 1.200000,1.200000,1.200000
##TUYONG 1.100000,1.200000,1.100000
##SHENLIU 1.600000,1.500000,1.400000
##GUANYONG 1.000000,1.000000,1.000000,1
##GOUZAO 0.800000,0.300000,0.200000
##QIANGUSHENDU 1.200000,1,0,0,0,0,0,0,0,0,0,1,2
##MANGAN_TUDING 1.800000,1.600000,1.400000,1.250000,1.800000,1.600000,1.400000,3
##ZHEJIANG 1.250000,1.200000,1.150000,2.000000,1.300000,1.000000,2.000000,1.300000,1.000000,50.000000
1.500000,2.400000,2.000000,1.000000,1.350000,1.350000,1.300000,1.300000,1.300000,2.000000,0
##防水帷幕数据，仅对上海规范 有无,宽,高
0,13.000000,1.000000,2,2.000000,0.800000,800.000000,800.000000,1000.000000,0,0
##按广州规范计算嵌固深度时的土、岩石系数
0,0.500000
##除国标与广州规范=1.2外其它用嵌固系数
0,1.200000,0.000000
##计算放坡效应时的方法 0-图解法 1-国标法,上海的土压力、水压力模型，水土合分算类型
1,0,0,0
##上海规范对土压力调整的规定，静止土压力公式，提高主动土压力公式，降底被动土压系数
0,0,1.000000
##桩墙，锚杆配筋内力取值方法 0弹性法， 1 经典法,重庆规范地层与锚固体粘结工作条件系数和锚筋抗拉工作条件系数
0,0,1.000000,0.690000,3,1.600000,1.000000,1.600000
##计算方法及经典法土压力模型，弹性法土压力模型
0,2,1,0
##配筋计算参数[只有Pile,Wall采用]
1,0.850000,1.000000,1.250000,0.000000,0.000000,0.000000,0.000000,1
##锚杆计算数据[只有Pile,Wall采用]
1,1,360.000000,2.000000,1.250000,1.300000,3.000000,0,1220.000000,1.950000,3,1720.000000
##压顶梁钢筋交互结果
2,16,2,2,16,2,1,8,200
##刚度折减系数
0.850000,1
##地基土水平反力系数的比例系数
30.000000
##桩墙横截面抗弯承载力标准值
15000.000000, 15000.000000
##地下室层数 0
##支锚道数 3
###支锚数据 2.500000,1.000000,30.000000,0.500000,15.000000,0.000000,150,0,1,-1,20.000000,100.000000,5.000000,0.000000,15.000000,100.000000,1
###锚杆配筋级别 2,2,2
###锚杆配筋结果 20.000000,4,3
###锚杆抗力系数 100.000000,1.000000,1.000000
###支锚数据 2.500000,1.000000,30.000000,0.500000,15.000000,0.000000,150,0,3,-1,20.000000,100.000000,5.000000,0.000000,15.000000,100.000000,1
###锚杆配筋级别 2,2,2
###锚杆配筋结果 20.000000,4,3
###锚杆抗力系数 100.000000,1.000000,1.000000
###支锚数据 2.500000,1.000000,30.000000,0.500000,15.000000,0.000000,150,0,5,-1,20.000000,100.000000,5.000000,0.000000,15.000000,100.000000,1
###锚杆配筋级别 2,2,2
###锚杆配筋结果 20.000000,4,3
###锚杆抗力系数 100.000000,1.000000,1.000000
##环梁道数 1
###环梁数据 BG,B,H,AS1JB,AS1ZJ,AS1GS,AS2JB,AS2ZJ,AS2GS,AS3JB,AS3ZJ,AS3GS
0.000000,300,500,2,20,5,2,20,3,1,8,200
##基本数据 ZDBG,QRCD,ZHIJING,JIANJU:
0.000000,4.000000,0.800000,1.600000,0,0.800000,800.000000
##计算方法 经典法,M,C,K,经典土压力模型:
not usable
##压顶梁数据 有无,宽,高,水平侧刚度
0,1.000000,0.800000,50.000000
##混凝土标号
30,2,0,20.600000,0,2,6,66,0.432000,0.498000,206000.000000,297999.998189,94399.999426,10965.799738,770.799968,H型钢HW498×432,206000.000000,100.000000,2000.000000,400.000000,0.400000,4.000000,1,0,0
215.000000,215.000000,1.050000,215.000000,71.922800,450.000021,120.007998
##配筋分段数
1
##分段配筋尺寸
14.00
##硬岩系数
0.500000,0,1
##桩的配筋计算参数
1,90.000000,0.500000,2,2,150,50
#--------------------------------------支护类型 2
##基坑深度 12.000000,0,1.000000
##右侧花管数 0
##左侧花管数 0
1, 0.000000, 25.000000, 25.000000,1,1.000000,0,0
###土数据: 1,50.000000,18.000000,10.000000,15.000000,0.600000,1.000000,1.000000,1,1.000000,10.000000,10.000000,10.000000,120.000000,10.000000,150.000000,8.000000,0.000000,10.000000,10.000000,80.000000,50.000000,10000.000000,1.000000,0,1.000,15.000000,0,0.741000,10.000000,1.000000,5.000000,1,0.000000,1.000000,1.000000
##超载数 0,0,1,1
###超载数据 1,0.000000,10.000000,0.000000,1.000000,1,1,1,1,1
##放坡数 0
坡前加固土体 0,3.000000,0,0,0,0,10.000000,0.000000,50.000000,0,0,1,0,0.000000,1
###土数据: 1,2.000000,18.000000,20.000000,30.000000,0.600000,1.000000,1.000000,1,1.000000,10.000000,10.000000,10.000000,120.000000,10.000000,150.000000,8.000000,0.000000,15.000000,15.000000,80.000000,50.000000,10000.000000,1.000000,0,1.000,15.000000,0,0.741000,10.000000,1.000000,5.000000,1,0.000000,1.000000,1.000000
###土数据: 1,50.000000,18.000000,10.000000,15.000000,0.600000,1.000000,1.000000,1,1.000000,10.000000,10.000000,10.000000,120.000000,10.000000,150.000000,8.000000,0.000000,10.000000,10.000000,80.000000,50.000000,10000.000000,1.000000,0,1.000,15.000000,0,0.741000,10.000000,1.000000,5.000000,1,0.000000,1.000000,1.000000
工况数 7,2,1.300000
###工况数据 0.000000,2.700000,0.000000,0.000000,0.000000,0.000000,0,0,1.000000,1.000000,1
2.700000,0.500000,0.500000,1,0
###工况数据 0.000000,2.500000,0.000000,0.000000,0.000000,0.000000,0,1,1.000000,1.000000,1
1.000000,0.500000,0.500000,1,0
###工况数据 0.000000,5.200000,0.000000,0.000000,0.000000,0.000000,0,0,1.000000,1.000000,1
5.200000,0.500000,0.500000,1,0
###工况数据 0.000000,5.000000,0.000000,0.000000,0.000000,0.000000,1,1,1.000000,1.000000,1
1.000000,0.500000,0.500000,1,0
###工况数据 0.000000,7.700000,0.000000,0.000000,0.000000,0.000000,0,0,1.000000,1.000000,1
7.700000,0.500000,0.500000,1,0
###工况数据 0.000000,7.500000,0.000000,0.000000,0.000000,0.000000,2,1,1.000000,1.000000,1
1.000000,0.500000,0.500000,1,0
###工况数据 0.000000,12.000000,0.000000,0.000000,0.000000,0.000000,0,0,1.000000,1.000000,1
12.000000,0.500000,0.500000,1,0
基坑等级与土条宽度 2,1.000000,1.000000,0,0,0,0,1,1,0,1,1,1,0,1,0,1,40.000000,0,1.000000,0,0,0
##SNT_SHANGHAI_GAMA0 1.200000,1.000000,0.900000,2
##WENDING 1.350000,1.300000,1.250000
##LONGQI_KENGDI 1.800000,1.600000,1.400000
##LONGQI_YUANHU 2.200000,1.900000,1.700000
##QINGFU 1.250000,1.200000,1.150000
##QINGFU_ZHIMAO 1.000000,1.000000,1.000000
##QINGFU_LAMAO 1.000000,1.000000,1.000000
##HUAYI 1.200000,1.200000,1.200000
##TUYONG 1.100000,1.100000,1.100000
##SHENLIU 1.600000,1.500000,1.400000
##GUANYONG 1.000000,1.000000,1.000000,1
##GOUZAO 0.800000,0.300000,0.200000
##QIANGUSHENDU 1.200000,1,1,1,0,1,0,0,0,0,0,1,2
##MANGAN_TUDING 1.000000,1.000000,1.000000,1.250000,1.000000,1.000000,1.000000,3
##ZHEJIANG 0.000000,0.000000,0.000000,1.000000,1.000000,1.000000,1.000000,1.000000,1.000000,50.000000
##WENDING 1.350000,1.300000,1.250000
##LONGQI_KENGDI 1.400000,1.300000,1.200000
##LONGQI_YUANHU 1.400000,1.300000,1.200000
##QINGFU 1.250000,1.200000,1.150000
##QINGFU_ZHIMAO 1.000000,1.000000,1.000000
##QINGFU_LAMAO 1.000000,1.000000,1.000000
##HUAYI 1.200000,1.200000,1.200000
##TUYONG 1.100000,1.100000,1.100000
##SHENLIU 2.000000,1.800000,1.600000
##GUANYONG 1.900000,1.700000,1.500000,1
##GOUZAO 1.000000,0.600000,0.300000
##QIANGUSHENDU 1.200000,1,1,1,0,0,0,0,1,0,0,1,2
##MANGAN_TUDING 1.000000,1.000000,1.000000,1.250000,1.000000,1.000000,1.000000,3
##ZHEJIANG 0.000000,0.000000,0.000000,1.000000,1.000000,1.000000,1.000000,1.000000,1.000000,50.000000
##WENDING 1.250000,1.250000,1.250000
##LONGQI_KENGDI 2.500000,2.000000,1.700000
##LONGQI_YUANHU 2.200000,1.900000,1.700000
##QINGFU 1.200000,1.100000,1.050000
##QINGFU_ZHIMAO 1.000000,1.000000,1.000000
##QINGFU_LAMAO 1.000000,1.000000,1.000000
##HUAYI 1.200000,1.200000,1.200000
##TUYONG 1.050000,1.050000,1.050000
##SHENLIU 2.000000,2.000000,2.000000
##GUANYONG 1.000000,1.000000,1.000000,1
##GOUZAO 0.800000,0.300000,0.200000
##QIANGUSHENDU 1.200000,0,0,0,0,0,0,0,0,0,0,1,2
##MANGAN_TUDING 1.000000,1.000000,1.000000,1.250000,1.000000,1.000000,1.000000,3
##ZHEJIANG 0.000000,0.000000,0.000000,1.000000,1.000000,1.000000,1.000000,1.000000,1.000000,50.000000
##WENDING 1.300000,1.250000,1.200000
##LONGQI_KENGDI 1.600000,1.600000,1.600000
##LONGQI_YUANHU 1.400000,1.400000,1.400000
##QINGFU 1.500000,1.400000,1.300000
##QINGFU_ZHIMAO 1.000000,1.000000,1.000000
##QINGFU_LAMAO 1.000000,1.000000,1.000000
##HUAYI 1.300000,1.300000,1.300000
##TUYONG 1.100000,1.100000,1.100000
##SHENLIU 2.500000,2.500000,2.500000
##GUANYONG 1.000000,1.000000,1.000000,1
##GOUZAO 0.300000,0.300000,0.200000
##QIANGUSHENDU 1.200000,1,1,0,0,0,0,0,0,0,0,1,2
##MANGAN_TUDING 1.000000,1.000000,1.000000,1.250000,1.000000,1.000000,1.000000,3
##ZHEJIANG 0.000000,0.000000,0.000000,1.000000,1.000000,1.000000,1.000000,1.000000,1.000000,50.000000
##WENDING 1.300000,1.300000,1.300000
##LONGQI_KENGDI 1.400000,1.400000,1.400000
##LONGQI_YUANHU 1.400000,1.400000,1.400000
##QINGFU 1.200000,1.200000,1.200000
##QINGFU_ZHIMAO 1.200000,1.200000,1.200000
##QINGFU_LAMAO 1.300000,1.300000,1.300000
##HUAYI 1.300000,1.300000,1.300000
##TUYONG 1.100000,1.100000,1.100000
##SHENLIU 1.200000,1.200000,1.200000
##GUANYONG 1.000000,1.000000,1.000000,1
##GOUZAO 0.800000,0.300000,0.200000
##QIANGUSHENDU 1.200000,0,0,0,0,0,0,0,0,0,0,1,2
##MANGAN_TUDING 1.000000,1.000000,1.000000,1.250000,1.000000,1.000000,1.000000,3
##ZHEJIANG 0.000000,0.000000,0.000000,1.000000,1.000000,1.000000,1.000000,1.000000,1.000000,50.000000
##WENDING 1.350000,1.300000,1.250000
##LONGQI_KENGDI 1.800000,1.600000,1.400000
##LONGQI_YUANHU 1.600000,1.500000,1.400000
##QINGFU 1.200000,1.150000,1.100000
##QINGFU_ZHIMAO 1.200000,1.150000,1.100000
##QINGFU_LAMAO 1.200000,1.150000,1.100000
##HUAYI 1.200000,1.200000,1.200000
##TUYONG 1.100000,1.200000,1.100000
##SHENLIU 1.600000,1.500000,1.400000
##GUANYONG 1.000000,1.000000,1.000000,1
##GOUZAO 0.800000,0.300000,0.200000
##QIANGUSHENDU 1.200000,1,0,0,0,0,0,0,0,0,0,1,2
##MANGAN_TUDING 1.800000,1.600000,1.400000,1.250000,1.800000,1.600000,1.400000,3
##ZHEJIANG 1.250000,1.200000,1.150000,2.000000,1.300000,1.000000,2.000000,1.300000,1.000000,50.000000
1.500000,2.400000,2.000000,1.000000,1.350000,1.350000,1.300000,1.300000,1.300000,2.000000,0
##防水帷幕数据，仅对上海规范 有无,宽,高
0,16.500000,1.000000,2,2.000000,0.800000,800.000000,800.000000,1000.000000,0,0
##按广州规范计算嵌固深度时的土、岩石系数
0,0.500000
##除国标与广州规范=1.2外其它用嵌固系数
0,1.200000,0.000000
##计算放坡效应时的方法 0-图解法 1-国标法,上海的土压力、水压力模型，水土合分算类型
1,0,0,0
##上海规范对土压力调整的规定，静止土压力公式，提高主动土压力公式，降底被动土压系数
0,0,1.000000
##桩墙，锚杆配筋内力取值方法 0弹性法， 1 经典法,重庆规范地层与锚固体粘结工作条件系数和锚筋抗拉工作条件系数
0,0,1.000000,0.690000,3,1.600000,1.000000,1.600000
##计算方法及经典法土压力模型，弹性法土压力模型
0,2,1,0
##配筋计算参数[只有Pile,Wall采用]
1,0.850000,1.000000,1.250000,0.000000,0.000000,0.000000,0.000000,1
##锚杆计算数据[只有Pile,Wall采用]
1,1,360.000000,2.000000,1.250000,1.300000,3.000000,0,1220.000000,1.950000,3,1720.000000
##压顶梁钢筋交互结果
2,16,2,2,16,2,1,8,200
##刚度折减系数
0.850000,1
##地基土水平反力系数的比例系数
30.000000
##桩墙横截面抗弯承载力标准值
15000.000000, 15000.000000
##地下室层数 0
##支锚道数 3
###支锚数据 2.500000,1.000000,30.000000,0.500000,15.000000,0.000000,150,0,1,-1,20.000000,100.000000,5.000000,0.000000,15.000000,100.000000,1
###锚杆配筋级别 2,2,2
###锚杆配筋结果 20.000000,4,3
###锚杆抗力系数 100.000000,1.000000,1.000000
###支锚数据 2.500000,1.000000,30.000000,0.500000,15.000000,0.000000,150,0,3,-1,20.000000,100.000000,5.000000,0.000000,15.000000,100.000000,1
###锚杆配筋级别 2,2,2
###锚杆配筋结果 20.000000,4,3
###锚杆抗力系数 100.000000,1.000000,1.000000
###支锚数据 2.500000,1.000000,30.000000,0.500000,15.000000,0.000000,150,0,5,-1,20.000000,100.000000,5.000000,0.000000,15.000000,100.000000,1
###锚杆配筋级别 2,2,2
###锚杆配筋结果 20.000000,4,3
###锚杆抗力系数 100.000000,1.000000,1.000000
##环梁道数 1
###环梁数据 BG,B,H,AS1JB,AS1ZJ,AS1GS,AS2JB,AS2ZJ,AS2GS,AS3JB,AS3ZJ,AS3GS
0.000000,300,500,2,20,2,2,20,2,1,8,200
##基本数据 墙顶标高,嵌入长度,墙厚:
0.000000,5.500000,0.800000
##计算方法 经典法,M,C,K,经典土压力模型:
not usable
##压顶梁数据 有无,宽,高,水平侧刚度
0,1.000000,0.800000,50.000000
##混凝土标号
30,215.000000
##钢板桩数据 墙类型,每延米面积、惯性距，弹性模量,截面模量
0,100.000000,2000.000000,206000.000000,400.000000,215.000000,0,0
##配筋分段数
1
##分段配筋尺寸
17.50
##硬岩系数
0.500000,0,1
##墙配筋参数
1,2,2,200,50
#--------------------------------------支护类型 3
##基坑深度 12.000000,0,1.000000
##右侧花管数 0
##左侧花管数 0
1, 0.000000, 25.000000, 25.000000,1,1.000000,0,0
###土数据: 1,50.000000,18.000000,10.000000,15.000000,0.600000,1.000000,1.000000,1,1.000000,10.000000,10.000000,10.000000,120.000000,10.000000,150.000000,8.000000,0.000000,10.000000,10.000000,80.000000,50.000000,10000.000000,1.000000,0,1.000,15.000000,0,0.741000,10.000000,1.000000,5.000000,1,0.000000,1.000000,1.000000
##超载数 0,0,1,1
###超载数据 1,0.000000,10.000000,0.000000,1.000000,1,1,1,1,1
##放坡数 0
坡前加固土体 0,3.000000,0,0,0,0,10.000000,0.000000,50.000000,0,0,1,0,0.000000,1
###土数据: 1,2.000000,18.000000,20.000000,30.000000,0.600000,1.000000,1.000000,1,1.000000,10.000000,10.000000,10.000000,120.000000,10.000000,150.000000,8.000000,0.000000,15.000000,15.000000,80.000000,50.000000,10000.000000,1.000000,0,1.000,15.000000,0,0.741000,10.000000,1.000000,5.000000,1,0.000000,1.000000,1.000000
###土数据: 1,50.000000,18.000000,10.000000,15.000000,0.600000,1.000000,1.000000,1,1.000000,10.000000,10.000000,10.000000,120.000000,10.000000,150.000000,8.000000,0.000000,10.000000,10.000000,80.000000,50.000000,10000.000000,1.000000,0,1.000,15.000000,0,0.741000,10.000000,1.000000,5.000000,1,0.000000,1.000000,1.000000
工况数 1,2,1.300000
###工况数据 0.000000,12.000000,0.000000,0.000000,0.000000,0.000000,0,0,1.000000,1.000000,1
12.000000,0.500000,0.500000,1,0
基坑等级与土条宽度 2,1.000000,1.000000,0,0,0,0,0,1,0,1,1,1,0,1,0,1,40.000000,0,1.000000,0,0,0
##SNT_SHANGHAI_GAMA0 1.200000,1.000000,0.900000,2
##WENDING 1.300000,1.300000,1.300000
##LONGQI_KENGDI 1.800000,1.600000,1.400000
##LONGQI_YUANHU 2.200000,1.900000,1.700000
##QINGFU 1.300000,1.300000,1.300000
##QINGFU_ZHIMAO 1.000000,1.000000,1.000000
##QINGFU_LAMAO 1.000000,1.000000,1.000000
##HUAYI 1.200000,1.200000,1.200000
##TUYONG 1.100000,1.100000,1.100000
##SHENLIU 1.600000,1.500000,1.400000
##GUANYONG 1.000000,1.000000,1.000000,1
##GOUZAO 1.300000,1.300000,1.300000
##QIANGUSHENDU 1.200000,1,1,1,0,1,0,0,0,0,0,1,2
##MANGAN_TUDING 1.000000,1.000000,1.000000,1.250000,1.000000,1.000000,1.000000,3
##ZHEJIANG 0.000000,0.000000,0.000000,1.300000,1.300000,1.300000,1.200000,1.200000,1.200000,50.000000
##WENDING 1.200000,1.200000,1.200000
##LONGQI_KENGDI 1.400000,1.300000,1.200000
##LONGQI_YUANHU 1.400000,1.300000,1.200000
##QINGFU 1.300000,1.300000,1.300000
##QINGFU_ZHIMAO 1.000000,1.000000,1.000000
##QINGFU_LAMAO 1.000000,1.000000,1.000000
##HUAYI 1.200000,1.200000,1.200000
##TUYONG 1.100000,1.100000,1.100000
##SHENLIU 2.000000,1.800000,1.600000
##GUANYONG 1.900000,1.700000,1.500000,1
##GOUZAO 0.800000,0.800000,0.800000
##QIANGUSHENDU 1.200000,1,1,1,0,0,0,0,1,0,0,1,2
##MANGAN_TUDING 1.000000,1.000000,1.000000,1.250000,1.000000,1.000000,1.000000,3
##ZHEJIANG 0.000000,0.000000,0.000000,1.000000,1.000000,1.000000,1.000000,1.000000,1.000000,50.000000
##WENDING 1.450000,1.450000,1.450000
##LONGQI_KENGDI 1.500000,1.500000,1.500000
##LONGQI_YUANHU 2.200000,1.900000,1.700000
##QINGFU 1.200000,1.100000,1.050000
##QINGFU_ZHIMAO 1.000000,1.000000,1.000000
##QINGFU_LAMAO 1.000000,1.000000,1.000000
##HUAYI 1.200000,1.200000,1.200000
##TUYONG 1.050000,1.050000,1.050000
##SHENLIU 2.000000,2.000000,2.000000
##GUANYONG 1.000000,1.000000,1.000000,1
##GOUZAO 1.300000,1.300000,1.300000
##QIANGUSHENDU 1.200000,0,0,0,0,0,0,0,0,0,0,1,2
##MANGAN_TUDING 1.000000,1.000000,1.000000,1.250000,1.000000,1.000000,1.000000,3
##ZHEJIANG 0.000000,0.000000,0.000000,1.300000,1.300000,1.300000,1.200000,1.200000,1.200000,50.000000
##WENDING 1.300000,1.250000,1.200000
##LONGQI_KENGDI 1.600000,1.600000,1.600000
##LONGQI_YUANHU 1.400000,1.400000,1.400000
##QINGFU 1.600000,1.600000,1.600000
##QINGFU_ZHIMAO 1.000000,1.000000,1.000000
##QINGFU_LAMAO 1.000000,1.000000,1.000000
##HUAYI 1.300000,1.300000,1.300000
##TUYONG 1.100000,1.100000,1.100000
##SHENLIU 2.500000,2.500000,2.500000
##GUANYONG 1.000000,1.000000,1.000000,1
##GOUZAO 1.000000,1.000000,1.000000
##QIANGUSHENDU 1.200000,1,1,0,0,0,0,0,0,0,0,1,2
##MANGAN_TUDING 1.000000,1.000000,1.000000,1.250000,1.000000,1.000000,1.000000,3
##ZHEJIANG 0.000000,0.000000,0.000000,1.000000,1.000000,1.000000,1.000000,1.000000,1.000000,50.000000
##WENDING 1.300000,1.300000,1.300000
##LONGQI_KENGDI 1.400000,1.400000,1.400000
##LONGQI_YUANHU 1.400000,1.400000,1.400000
##QINGFU 1.300000,1.300000,1.300000
##QINGFU_ZHIMAO 1.200000,1.200000,1.200000
##QINGFU_LAMAO 1.300000,1.300000,1.300000
##HUAYI 1.300000,1.300000,1.300000
##TUYONG 1.100000,1.100000,1.100000
##SHENLIU 1.200000,1.200000,1.200000
##GUANYONG 1.000000,1.000000,1.000000,1
##GOUZAO 1.200000,1.200000,1.200000
##QIANGUSHENDU 1.200000,1,0,0,0,0,0,0,0,0,0,1,2
##MANGAN_TUDING 1.000000,1.000000,1.000000,1.250000,1.000000,1.000000,1.000000,3
##ZHEJIANG 0.000000,0.000000,0.000000,1.000000,1.000000,1.000000,1.000000,1.000000,1.000000,50.000000
##WENDING 1.350000,1.300000,1.250000
##LONGQI_KENGDI 1.800000,1.600000,1.400000
##LONGQI_YUANHU 1.600000,1.500000,1.400000
##QINGFU 1.400000,1.400000,1.400000
##QINGFU_ZHIMAO 1.200000,1.150000,1.100000
##QINGFU_LAMAO 1.200000,1.150000,1.100000
##HUAYI 1.200000,1.200000,1.200000
##TUYONG 1.100000,1.200000,1.100000
##SHENLIU 1.600000,1.500000,1.400000
##GUANYONG 1.000000,1.000000,1.000000,1
##GOUZAO 1.300000,1.300000,1.300000
##QIANGUSHENDU 1.200000,1,0,0,0,0,0,0,0,0,0,1,2
##MANGAN_TUDING 1.800000,1.600000,1.400000,1.250000,1.800000,1.600000,1.400000,3
##ZHEJIANG 1.250000,1.200000,1.150000,1.300000,1.300000,1.300000,1.200000,1.200000,1.200000,50.000000
1.500000,2.400000,2.000000,1.000000,1.350000,1.350000,1.300000,1.300000,1.300000,2.000000,0
##防水帷幕数据，仅对上海规范 有无,宽,高
0,16.500000,1.000000,2,2.000000,0.800000,800.000000,800.000000,1000.000000,0,0
##按广州规范计算嵌固深度时的土、岩石系数
0,0.500000
##除国标与广州规范=1.2外其它用嵌固系数
0,1.200000,0.000000
##计算放坡效应时的方法 0-图解法 1-国标法,上海的土压力、水压力模型，水土合分算类型
1,0,0,0
##上海规范对土压力调整的规定，静止土压力公式，提高主动土压力公式，降底被动土压系数
0,0,1.000000
##桩墙，锚杆配筋内力取值方法 0弹性法， 1 经典法,重庆规范地层与锚固体粘结工作条件系数和锚筋抗拉工作条件系数
0,0,1.000000,0.690000,3,1.600000,1.000000,1.600000
##计算方法及经典法土压力模型，弹性法土压力模型
0,2,1,0
##配筋计算参数[只有Pile,Wall采用]
1,0.850000,1.000000,1.250000,0.000000,0.000000,0.000000,0.000000,1
##锚杆计算数据[只有Pile,Wall采用]
1,1,360.000000,2.000000,1.250000,1.300000,3.000000,0,1220.000000,1.950000,3,1720.000000
##压顶梁钢筋交互结果
2,16,200,2,16,200,2,16,200
##刚度折减系数
0.850000,1
##地基土水平反力系数的比例系数
30.000000
##桩墙横截面抗弯承载力标准值
15000.000000, 15000.000000
##基本数据 墙厚,墙重,顶标高,嵌入深度:
1.200000,22.000000,0.000000,5.500000,2,2,1,1
##压顶梁数据 有无,宽,高,水平侧刚度
1,1.000000,1.000000,1.000000
##截面数据: 抗拉强度设计值,水泥土弹性模量,当前截面类型,s,t,t1,t2
2.000000,80.000000,0,0.500000,0.400000,0.400000,0.400000,0.300000,0.400000,10.000000,1.250000,0,0.500000,20.000000,1
##支锚道数 0
##变截面信息 0
206000.000000,119.000000,46470.000000,0.500000,1.000000,500.000000,0,0,0,0.432000,0.498000,0,0
##有排桩时，排桩的混凝土标号,水泥土抗拉与抗压强度的比值
30,0.150000,0.000000
0,1.250000,1.000000,1.000000,500.000000,100.000000,0.600000
1.600000,1.000000,1000.000000,800.000000,800.000000,1.000000,1.000000,800.000000,0.800000,23.000000,50.000000,2.000000,5000.000000,0
1860.000000,12.000000,2358.899902,158.000000
##截面数据:新定义的水泥土数据元素
0.700000,0.200000,2,2,2,2,2,4,1.000000,2,0,4.240000,10.706134,2,11.024001,4.117744,4.117743
#--------------------------------------支护类型 4
##基坑深度 12.000000,0,1.000000
##右侧花管数 0
##左侧花管数 0
1, 0.000000, 25.000000, 25.000000,1,1.000000,0,0
###土数据: 1,50.000000,18.000000,10.000000,15.000000,0.600000,1.000000,1.000000,1,1.000000,10.000000,10.000000,10.000000,120.000000,10.000000,150.000000,8.000000,0.000000,10.000000,10.000000,80.000000,50.000000,10000.000000,1.000000,0,1.000,15.000000,0,0.741000,10.000000,1.000000,5.000000,1,0.000000,1.000000,1.000000
##超载数 0,0,1,1
###超载数据 1,0.000000,10.000000,0.000000,1.000000,1,1,1,1,1
##放坡数 0
坡前加固土体 0,3.000000,0,0,0,0,10.000000,0.000000,50.000000,0,0,1,0,0.000000,1
###土数据: 1,2.000000,18.000000,20.000000,30.000000,0.600000,1.000000,1.000000,1,1.000000,10.000000,10.000000,10.000000,120.000000,10.000000,150.000000,8.000000,0.000000,15.000000,15.000000,80.000000,50.000000,10000.000000,1.000000,0,1.000,15.000000,0,0.741000,10.000000,1.000000,5.000000,1,0.000000,1.000000,1.000000
###土数据: 1,50.000000,18.000000,10.000000,15.000000,0.600000,1.000000,1.000000,1,1.000000,10.000000,10.000000,10.000000,120.000000,10.000000,150.000000,8.000000,0.000000,10.000000,10.000000,80.000000,50.000000,10000.000000,1.000000,0,1.000,15.000000,0,0.741000,10.000000,1.000000,5.000000,1,0.000000,1.000000,1.000000
工况数 9,2,1.300000
###工况数据 0.000000,1.200000,0.000000,0.000000,0.000000,0.000000,0,0,1.000000,1.000000,1
1.000000,0.500000,0.500000,1,0
###工况数据 0.000000,2.200000,0.000000,0.000000,0.000000,0.000000,0,0,1.000000,1.000000,1
1.000000,0.500000,0.500000,2,0
###工况数据 0.000000,3.200000,0.000000,0.000000,0.000000,0.000000,0,0,1.000000,1.000000,1
1.000000,0.500000,0.500000,3,0
###工况数据 0.000000,4.200000,0.000000,0.000000,0.000000,0.000000,0,0,1.000000,1.000000,1
1.000000,0.500000,0.500000,4,0
###工况数据 0.000000,5.200000,0.000000,0.000000,0.000000,0.000000,0,0,1.000000,1.000000,1
1.000000,0.500000,0.500000,5,0
###工况数据 0.000000,6.200000,0.000000,0.000000,0.000000,0.000000,0,0,1.000000,1.000000,1
1.000000,0.500000,0.500000,6,0
###工况数据 0.000000,7.200000,0.000000,0.000000,0.000000,0.000000,0,0,1.000000,1.000000,1
1.000000,0.500000,0.500000,7,0
###工况数据 0.000000,8.200000,0.000000,0.000000,0.000000,0.000000,0,0,1.000000,1.000000,1
1.000000,0.500000,0.500000,8,0
###工况数据 0.000000,12.000000,0.000000,0.000000,0.000000,0.000000,0,0,1.000000,1.000000,1
1.000000,0.500000,0.500000,-1,-1
基坑等级与土条宽度 2,1.000000,1.000000,0,0,0,0,1,1,0,1,1,1,0,1,0,1,40.000000,0,1.000000,0,0,0
##SNT_SHANGHAI_GAMA0 1.200000,1.000000,0.900000,2
##WENDING 1.350000,1.300000,1.250000
##LONGQI_KENGDI 1.800000,1.600000,1.400000
##LONGQI_YUANHU 2.200000,1.900000,1.700000
##QINGFU 1.250000,1.200000,1.150000
##QINGFU_ZHIMAO 1.000000,1.000000,1.000000
##QINGFU_LAMAO 1.000000,1.000000,1.000000
##HUAYI 1.200000,1.200000,1.200000
##TUYONG 1.100000,1.100000,1.100000
##SHENLIU 1.600000,1.500000,1.400000
##GUANYONG 1.000000,1.000000,1.000000,1
##GOUZAO 0.800000,0.300000,0.200000
##QIANGUSHENDU 1.200000,1,1,1,0,0,0,0,0,0,0,1,2
##MANGAN_TUDING 1.000000,1.000000,1.000000,1.250000,1.000000,1.000000,1.000000,3
##ZHEJIANG 0.000000,0.000000,0.000000,1.000000,1.000000,1.000000,1.000000,1.000000,1.000000,50.000000
##WENDING 1.350000,1.300000,1.250000
##LONGQI_KENGDI 1.400000,1.300000,1.200000
##LONGQI_YUANHU 1.400000,1.300000,1.200000
##QINGFU 1.250000,1.200000,1.150000
##QINGFU_ZHIMAO 1.000000,1.000000,1.000000
##QINGFU_LAMAO 1.000000,1.000000,1.000000
##HUAYI 1.200000,1.200000,1.200000
##TUYONG 1.100000,1.100000,1.100000
##SHENLIU 2.000000,1.800000,1.600000
##GUANYONG 1.900000,1.700000,1.500000,1
##GOUZAO 1.000000,0.600000,0.300000
##QIANGUSHENDU 1.200000,1,1,1,0,0,0,0,1,0,0,1,2
##MANGAN_TUDING 1.000000,1.000000,1.000000,1.250000,1.000000,1.000000,1.000000,3
##ZHEJIANG 0.000000,0.000000,0.000000,1.000000,1.000000,1.000000,1.000000,1.000000,1.000000,50.000000
##WENDING 1.250000,1.250000,1.250000
##LONGQI_KENGDI 2.500000,2.000000,1.700000
##LONGQI_YUANHU 2.200000,1.900000,1.700000
##QINGFU 1.200000,1.100000,1.050000
##QINGFU_ZHIMAO 1.000000,1.000000,1.000000
##QINGFU_LAMAO 1.000000,1.000000,1.000000
##HUAYI 1.200000,1.200000,1.200000
##TUYONG 1.050000,1.050000,1.050000
##SHENLIU 2.000000,2.000000,2.000000
##GUANYONG 1.000000,1.000000,1.000000,1
##GOUZAO 0.800000,0.300000,0.200000
##QIANGUSHENDU 1.200000,0,0,0,0,0,0,0,0,0,0,1,2
##MANGAN_TUDING 1.000000,1.000000,1.000000,1.250000,1.000000,1.000000,1.000000,3
##ZHEJIANG 0.000000,0.000000,0.000000,1.000000,1.000000,1.000000,1.000000,1.000000,1.000000,50.000000
##WENDING 1.300000,1.250000,1.200000
##LONGQI_KENGDI 1.600000,1.600000,1.600000
##LONGQI_YUANHU 1.400000,1.400000,1.400000
##QINGFU 1.500000,1.400000,1.300000
##QINGFU_ZHIMAO 1.000000,1.000000,1.000000
##QINGFU_LAMAO 1.000000,1.000000,1.000000
##HUAYI 1.300000,1.300000,1.300000
##TUYONG 1.100000,1.100000,1.100000
##SHENLIU 2.500000,2.500000,2.500000
##GUANYONG 1.000000,1.000000,1.000000,1
##GOUZAO 0.300000,0.300000,0.200000
##QIANGUSHENDU 1.200000,1,1,0,0,0,0,0,0,0,0,1,2
##MANGAN_TUDING 1.000000,1.000000,1.000000,1.250000,1.000000,1.000000,1.000000,3
##ZHEJIANG 0.000000,0.000000,0.000000,1.000000,1.000000,1.000000,1.000000,1.000000,1.000000,50.000000
##WENDING 1.300000,1.300000,1.300000
##LONGQI_KENGDI 1.400000,1.400000,1.400000
##LONGQI_YUANHU 1.400000,1.400000,1.400000
##QINGFU 1.200000,1.200000,1.200000
##QINGFU_ZHIMAO 1.200000,1.200000,1.200000
##QINGFU_LAMAO 1.300000,1.300000,1.300000
##HUAYI 1.300000,1.300000,1.300000
##TUYONG 1.100000,1.100000,1.100000
##SHENLIU 1.200000,1.200000,1.200000
##GUANYONG 1.000000,1.000000,1.000000,1
##GOUZAO 0.800000,0.300000,0.200000
##QIANGUSHENDU 1.200000,0,0,0,0,0,0,0,0,0,0,1,2
##MANGAN_TUDING 1.000000,1.000000,1.000000,1.250000,1.000000,1.000000,1.000000,3
##ZHEJIANG 0.000000,0.000000,0.000000,1.000000,1.000000,1.000000,1.000000,1.000000,1.000000,50.000000
##WENDING 1.350000,1.300000,1.250000
##LONGQI_KENGDI 1.800000,1.600000,1.400000
##LONGQI_YUANHU 1.600000,1.500000,1.400000
##QINGFU 1.200000,1.150000,1.100000
##QINGFU_ZHIMAO 1.200000,1.150000,1.100000
##QINGFU_LAMAO 1.200000,1.150000,1.100000
##HUAYI 1.200000,1.200000,1.200000
##TUYONG 1.100000,1.200000,1.100000
##SHENLIU 1.600000,1.500000,1.400000
##GUANYONG 1.000000,1.000000,1.000000,1
##GOUZAO 0.800000,0.300000,0.200000
##QIANGUSHENDU 1.200000,1,1,0,0,0,0,0,0,0,0,1,2
##MANGAN_TUDING 1.800000,1.600000,1.400000,1.250000,1.800000,1.600000,1.400000,3
##ZHEJIANG 1.250000,1.200000,1.150000,2.000000,1.300000,1.000000,2.000000,1.300000,1.000000,50.000000
1.500000,2.400000,2.000000,1.000000,1.350000,1.350000,1.300000,1.300000,1.300000,2.000000,0
##基本数据 坡角
80.000000,0,-10.000000,18.000000,2,0,15.000000,0.200000,1.000000,1000.000000,0.000000,0.500000,0,15.000000,0.500000,1000.000000,0.000000,0.500000,0,0.000000,1
##土钉道数 8,1,0
###土钉数据 2.000000,1.000000,0.500000,5.000000,15.000000,80,4,1.000000
0,2,1,16,100,0,0,100
0,0.600000,80.0,5.0,0
###土钉数据 2.000000,1.000000,0.500000,5.000000,15.000000,80,4,1.000000
0,2,1,16,100,0,0,100
0,0.600000,80.0,5.0,0
###土钉数据 2.000000,1.000000,0.500000,5.000000,15.000000,80,4,1.000000
0,2,1,16,100,0,0,100
0,0.600000,80.0,5.0,0
###土钉数据 2.000000,1.000000,0.500000,5.000000,15.000000,80,4,1.000000
0,2,1,16,100,0,0,100
0,0.600000,80.0,5.0,0
###土钉数据 2.000000,1.000000,0.500000,5.000000,15.000000,80,4,1.000000
0,2,1,16,100,0,0,100
0,0.600000,80.0,5.0,0
###土钉数据 2.000000,1.000000,0.500000,5.000000,15.000000,80,4,1.000000
0,2,1,16,100,0,0,100
0,0.600000,80.0,5.0,0
###土钉数据 2.000000,1.000000,0.500000,5.000000,15.000000,80,4,1.000000
0,2,1,16,100,0,0,100
0,0.600000,80.0,5.0,0
###土钉数据 2.000000,1.000000,0.500000,5.000000,15.000000,80,4,1.000000
0,2,1,16,100,0,0,100
0,0.600000,80.0,5.0,0
##锚杆道数 0, 1
##稳定计算参数 0.000000, 1.000000, 3
##用户交互 20.000000,0.000000,0.000000,1.000000,1.000000,0.500000,0,1,6,6,1.600000,1.000000,1,15.000000,1.000000,2.000000,0
##外部稳定参数 0,10.000000,400.000000,0.000000,90.000000,0.000000,10.000000,0.300000,0.000000,0.660000,1.300000,1.600000,1.200000,0.500000,0.000000
##面层设计 1.200000,100,3,15,400,0,1
8,0,150
8,0,150
#--------------------------------------支护类型 5
##基坑深度 12.000000,0,1.000000
##右侧花管数 0
##左侧花管数 0
1, 0.000000, 25.000000, 25.000000,1,1.000000,0,0
###土数据: 1,50.000000,18.000000,10.000000,15.000000,0.600000,1.000000,1.000000,1,1.000000,10.000000,10.000000,10.000000,120.000000,10.000000,150.000000,8.000000,0.000000,10.000000,10.000000,80.000000,50.000000,10000.000000,1.000000,0,1.000,15.000000,0,0.741000,10.000000,1.000000,5.000000,1,0.000000,1.000000,1.000000
##超载数 0,0,1,1
###超载数据 1,0.000000,10.000000,0.000000,1.000000,1,1,1,1,1
##放坡数 0
坡前加固土体 0,3.000000,0,0,0,0,10.000000,0.000000,50.000000,0,0,1,0,0.000000,1
###土数据: 1,2.000000,18.000000,20.000000,30.000000,0.600000,1.000000,1.000000,1,1.000000,10.000000,10.000000,10.000000,120.000000,10.000000,150.000000,8.000000,0.000000,15.000000,15.000000,80.000000,50.000000,10000.000000,1.000000,0,1.000,15.000000,0,0.741000,10.000000,1.000000,5.000000,1,0.000000,1.000000,1.000000
###土数据: 1,50.000000,18.000000,10.000000,15.000000,0.600000,1.000000,1.000000,1,1.000000,10.000000,10.000000,10.000000,120.000000,10.000000,150.000000,8.000000,0.000000,10.000000,10.000000,80.000000,50.000000,10000.000000,1.000000,0,1.000,15.000000,0,0.741000,10.000000,1.000000,5.000000,1,0.000000,1.000000,1.000000
工况数 0,2,1.300000
基坑等级与土条宽度 2,1.000000,1.000000,0,0,0,0,1,1,0,1,1,1,0,1,0,1,40.000000,0,1.000000,0,0,0
##SNT_SHANGHAI_GAMA0 1.200000,1.000000,0.900000,2
##WENDING 1.200000,1.200000,1.200000
##LONGQI_KENGDI 1.800000,1.600000,1.400000
##LONGQI_YUANHU 2.200000,1.900000,1.700000
##QINGFU 1.250000,1.200000,1.150000
##QINGFU_ZHIMAO 1.000000,1.000000,1.000000
##QINGFU_LAMAO 1.000000,1.000000,1.000000
##HUAYI 1.200000,1.200000,1.200000
##TUYONG 1.100000,1.100000,1.100000
##SHENLIU 1.600000,1.500000,1.400000
##GUANYONG 1.000000,1.000000,1.000000,1
##GOUZAO 0.800000,0.300000,0.200000
##QIANGUSHENDU 1.200000,1,1,1,0,0,0,0,0,0,0,1,2
##MANGAN_TUDING 1.000000,1.000000,1.000000,1.250000,1.000000,1.000000,1.000000,3
##ZHEJIANG 0.000000,0.000000,0.000000,1.000000,1.000000,1.000000,1.000000,1.000000,1.000000,50.000000
##WENDING 1.200000,1.200000,1.200000
##LONGQI_KENGDI 1.200000,1.200000,1.200000
##LONGQI_YUANHU 1.400000,1.300000,1.200000
##QINGFU 1.250000,1.200000,1.150000
##QINGFU_ZHIMAO 1.000000,1.000000,1.000000
##QINGFU_LAMAO 1.000000,1.000000,1.000000
##HUAYI 1.200000,1.200000,1.200000
##TUYONG 1.100000,1.100000,1.100000
##SHENLIU 2.000000,1.800000,1.600000
##GUANYONG 1.900000,1.700000,1.500000,1
##GOUZAO 1.000000,0.600000,0.300000
##QIANGUSHENDU 1.200000,1,1,1,0,0,0,0,1,0,0,1,2
##MANGAN_TUDING 1.000000,1.000000,1.000000,1.250000,1.000000,1.000000,1.000000,3
##ZHEJIANG 0.000000,0.000000,0.000000,1.000000,1.000000,1.000000,1.000000,1.000000,1.000000,50.000000
##WENDING 1.300000,1.300000,1.300000
##LONGQI_KENGDI 2.500000,2.000000,1.700000
##LONGQI_YUANHU 2.200000,1.900000,1.700000
##QINGFU 1.200000,1.100000,1.050000
##QINGFU_ZHIMAO 1.000000,1.000000,1.000000
##QINGFU_LAMAO 1.000000,1.000000,1.000000
##HUAYI 1.200000,1.200000,1.200000
##TUYONG 1.050000,1.050000,1.050000
##SHENLIU 2.000000,2.000000,2.000000
##GUANYONG 1.000000,1.000000,1.000000,1
##GOUZAO 0.800000,0.300000,0.200000
##QIANGUSHENDU 1.200000,0,0,0,0,0,0,0,0,0,0,1,2
##MANGAN_TUDING 1.000000,1.000000,1.000000,1.250000,1.000000,1.000000,1.000000,3
##ZHEJIANG 0.000000,0.000000,0.000000,1.000000,1.000000,1.000000,1.000000,1.000000,1.000000,50.000000
##WENDING 1.300000,1.200000,1.200000
##LONGQI_KENGDI 1.600000,1.600000,1.600000
##LONGQI_YUANHU 1.400000,1.400000,1.400000
##QINGFU 1.500000,1.400000,1.300000
##QINGFU_ZHIMAO 1.000000,1.000000,1.000000
##QINGFU_LAMAO 1.000000,1.000000,1.000000
##HUAYI 1.300000,1.300000,1.300000
##TUYONG 1.100000,1.100000,1.100000
##SHENLIU 2.500000,2.500000,2.500000
##GUANYONG 1.000000,1.000000,1.000000,1
##GOUZAO 0.300000,0.300000,0.200000
##QIANGUSHENDU 1.200000,1,1,0,0,0,0,0,0,0,0,1,2
##MANGAN_TUDING 1.000000,1.000000,1.000000,1.250000,1.000000,1.000000,1.000000,3
##ZHEJIANG 0.000000,0.000000,0.000000,1.000000,1.000000,1.000000,1.000000,1.000000,1.000000,50.000000
##WENDING 1.200000,1.200000,1.200000
##LONGQI_KENGDI 1.400000,1.400000,1.400000
##LONGQI_YUANHU 1.400000,1.400000,1.400000
##QINGFU 1.200000,1.200000,1.200000
##QINGFU_ZHIMAO 1.200000,1.200000,1.200000
##QINGFU_LAMAO 1.300000,1.300000,1.300000
##HUAYI 1.300000,1.300000,1.300000
##TUYONG 1.100000,1.100000,1.100000
##SHENLIU 1.200000,1.200000,1.200000
##GUANYONG 1.000000,1.000000,1.000000,1
##GOUZAO 0.800000,0.300000,0.200000
##QIANGUSHENDU 1.200000,0,0,0,0,0,0,0,0,0,0,1,2
##MANGAN_TUDING 1.000000,1.000000,1.000000,1.250000,1.000000,1.000000,1.000000,3
##ZHEJIANG 0.000000,0.000000,0.000000,1.000000,1.000000,1.000000,1.000000,1.000000,1.000000,50.000000
##WENDING 1.350000,1.300000,1.250000
##LONGQI_KENGDI 1.800000,1.600000,1.400000
##LONGQI_YUANHU 1.600000,1.500000,1.400000
##QINGFU 1.200000,1.150000,1.100000
##QINGFU_ZHIMAO 1.200000,1.150000,1.100000
##QINGFU_LAMAO 1.200000,1.150000,1.100000
##HUAYI 1.200000,1.200000,1.200000
##TUYONG 1.100000,1.200000,1.100000
##SHENLIU 1.600000,1.500000,1.400000
##GUANYONG 1.000000,1.000000,1.000000,1
##GOUZAO 0.800000,0.300000,0.200000
##QIANGUSHENDU 1.200000,1,1,0,0,0,0,0,0,0,0,1,2
##MANGAN_TUDING 1.800000,1.600000,1.400000,1.250000,1.800000,1.600000,1.400000,3
##ZHEJIANG 1.250000,1.200000,1.150000,2.000000,1.300000,1.000000,2.000000,1.300000,1.000000,50.000000
1.500000,2.400000,2.000000,1.000000,1.350000,1.350000,1.300000,1.300000,1.300000,2.000000,0
##局部数据版本 3
#--------------------------------------支护类型 7
##基坑深度 10.000000,0,1.000000
##右侧花管数 0
##左侧花管数 0
1, 0.000000, 25.000000, 25.000000,1,1.000000,0,0
###土数据: 1,50.000000,18.000000,10.000000,15.000000,0.600000,1.000000,1.000000,1,1.000000,10.000000,10.000000,10.000000,120.000000,10.000000,150.000000,8.000000,0.000000,10.000000,10.000000,80.000000,50.000000,10000.000000,1.000000,0,1.000,15.000000,0,0.741000,10.000000,1.000000,5.000000,1,0.000000,1.000000,1.000000
##超载数 0,0,1,1
###超载数据 1,0.000000,10.000000,0.000000,1.000000,1,1,1,1,1
##放坡数 0
坡前加固土体 0,3.000000,0,0,0,0,10.000000,0.000000,50.000000,0,0,1,0,0.000000,1
###土数据: 1,2.000000,18.000000,20.000000,30.000000,0.600000,1.000000,1.000000,1,1.000000,10.000000,10.000000,10.000000,120.000000,10.000000,150.000000,8.000000,0.000000,15.000000,15.000000,80.000000,50.000000,10000.000000,1.000000,0,1.000,15.000000,0,0.741000,10.000000,1.000000,5.000000,1,0.000000,1.000000,1.000000
###土数据: 1,50.000000,18.000000,10.000000,15.000000,0.600000,1.000000,1.000000,1,1.000000,10.000000,10.000000,10.000000,120.000000,10.000000,150.000000,8.000000,0.000000,10.000000,10.000000,80.000000,50.000000,10000.000000,1.000000,0,1.000,15.000000,0,0.741000,10.000000,1.000000,5.000000,1,0.000000,1.000000,1.000000
工况数 7,2,1.300000
###工况数据 0.000000,2.700000,0.000000,0.000000,0.000000,0.000000,0,0,1.000000,1.000000,1
2.700000,0.500000,0.500000,1,0
###工况数据 0.000000,2.500000,0.000000,0.000000,0.000000,0.000000,0,1,1.000000,1.000000,1
1.000000,0.500000,0.500000,1,0
###工况数据 0.000000,5.200000,0.000000,0.000000,0.000000,0.000000,0,0,1.000000,1.000000,1
5.200000,0.500000,0.500000,1,0
###工况数据 0.000000,5.000000,0.000000,0.000000,0.000000,0.000000,1,1,1.000000,1.000000,1
1.000000,0.500000,0.500000,1,0
###工况数据 0.000000,7.700000,0.000000,0.000000,0.000000,0.000000,0,0,1.000000,1.000000,1
7.700000,0.500000,0.500000,1,0
###工况数据 0.000000,7.500000,0.000000,0.000000,0.000000,0.000000,2,1,1.000000,1.000000,1
1.000000,0.500000,0.500000,1,0
###工况数据 0.000000,10.000000,0.000000,0.000000,0.000000,0.000000,0,0,1.000000,1.000000,1
10.000000,0.500000,0.500000,1,0
基坑等级与土条宽度 2,1.000000,1.000000,0,0,0,0,1,1,0,1,1,1,0,1,0,1,40.000000,0,1.000000,0,0,0
##SNT_SHANGHAI_GAMA0 1.200000,1.000000,0.900000,2
##WENDING 1.350000,1.300000,1.250000
##LONGQI_KENGDI 1.800000,1.600000,1.400000
##LONGQI_YUANHU 2.200000,1.900000,1.700000
##QINGFU 1.250000,1.200000,1.150000
##QINGFU_ZHIMAO 1.000000,1.000000,1.000000
##QINGFU_LAMAO 1.000000,1.000000,1.000000
##HUAYI 1.200000,1.200000,1.200000
##TUYONG 1.100000,1.100000,1.100000
##SHENLIU 1.600000,1.500000,1.400000
##GUANYONG 1.000000,1.000000,1.000000,1
##GOUZAO 0.800000,0.300000,0.200000
##QIANGUSHENDU 1.200000,1,1,1,0,1,0,0,0,0,0,1,2
##MANGAN_TUDING 1.000000,1.000000,1.000000,1.250000,1.000000,1.000000,1.000000,3
##ZHEJIANG 0.000000,0.000000,0.000000,1.000000,1.000000,1.000000,1.000000,1.000000,1.000000,50.000000
##WENDING 1.350000,1.300000,1.250000
##LONGQI_KENGDI 1.400000,1.300000,1.200000
##LONGQI_YUANHU 1.400000,1.300000,1.200000
##QINGFU 1.250000,1.200000,1.150000
##QINGFU_ZHIMAO 1.000000,1.000000,1.000000
##QINGFU_LAMAO 1.000000,1.000000,1.000000
##HUAYI 1.200000,1.200000,1.200000
##TUYONG 1.100000,1.100000,1.100000
##SHENLIU 2.000000,1.800000,1.600000
##GUANYONG 1.900000,1.700000,1.500000,1
##GOUZAO 1.000000,0.600000,0.300000
##QIANGUSHENDU 1.200000,1,1,1,0,0,0,0,1,0,0,1,2
##MANGAN_TUDING 1.000000,1.000000,1.000000,1.250000,1.000000,1.000000,1.000000,3
##ZHEJIANG 0.000000,0.000000,0.000000,1.000000,1.000000,1.000000,1.000000,1.000000,1.000000,50.000000
##WENDING 1.250000,1.250000,1.250000
##LONGQI_KENGDI 2.500000,2.000000,1.700000
##LONGQI_YUANHU 2.200000,1.900000,1.700000
##QINGFU 1.200000,1.100000,1.050000
##QINGFU_ZHIMAO 1.000000,1.000000,1.000000
##QINGFU_LAMAO 1.000000,1.000000,1.000000
##HUAYI 1.200000,1.200000,1.200000
##TUYONG 1.050000,1.050000,1.050000
##SHENLIU 2.000000,2.000000,2.000000
##GUANYONG 1.000000,1.000000,1.000000,1
##GOUZAO 0.800000,0.300000,0.200000
##QIANGUSHENDU 1.200000,0,0,0,0,0,0,0,0,0,0,1,2
##MANGAN_TUDING 1.000000,1.000000,1.000000,1.250000,1.000000,1.000000,1.000000,3
##ZHEJIANG 0.000000,0.000000,0.000000,1.000000,1.000000,1.000000,1.000000,1.000000,1.000000,50.000000
##WENDING 1.300000,1.250000,1.200000
##LONGQI_KENGDI 1.600000,1.600000,1.600000
##LONGQI_YUANHU 1.400000,1.400000,1.400000
##QINGFU 1.500000,1.400000,1.300000
##QINGFU_ZHIMAO 1.000000,1.000000,1.000000
##QINGFU_LAMAO 1.000000,1.000000,1.000000
##HUAYI 1.300000,1.300000,1.300000
##TUYONG 1.100000,1.100000,1.100000
##SHENLIU 2.500000,2.500000,2.500000
##GUANYONG 1.000000,1.000000,1.000000,1
##GOUZAO 0.300000,0.300000,0.200000
##QIANGUSHENDU 1.200000,1,1,0,0,0,0,0,0,0,0,1,2
##MANGAN_TUDING 1.000000,1.000000,1.000000,1.250000,1.000000,1.000000,1.000000,3
##ZHEJIANG 0.000000,0.000000,0.000000,1.000000,1.000000,1.000000,1.000000,1.000000,1.000000,50.000000
##WENDING 1.300000,1.300000,1.300000
##LONGQI_KENGDI 1.400000,1.400000,1.400000
##LONGQI_YUANHU 1.400000,1.400000,1.400000
##QINGFU 1.200000,1.200000,1.200000
##QINGFU_ZHIMAO 1.200000,1.200000,1.200000
##QINGFU_LAMAO 1.300000,1.300000,1.300000
##HUAYI 1.300000,1.300000,1.300000
##TUYONG 1.100000,1.100000,1.100000
##SHENLIU 1.200000,1.200000,1.200000
##GUANYONG 1.000000,1.000000,1.000000,1
##GOUZAO 0.800000,0.300000,0.200000
##QIANGUSHENDU 1.200000,0,0,0,0,0,0,0,0,0,0,1,2
##MANGAN_TUDING 1.000000,1.000000,1.000000,1.250000,1.000000,1.000000,1.000000,3
##ZHEJIANG 0.000000,0.000000,0.000000,1.000000,1.000000,1.000000,1.000000,1.000000,1.000000,50.000000
##WENDING 1.350000,1.300000,1.250000
##LONGQI_KENGDI 1.800000,1.600000,1.400000
##LONGQI_YUANHU 1.600000,1.500000,1.400000
##QINGFU 1.200000,1.150000,1.100000
##QINGFU_ZHIMAO 1.200000,1.150000,1.100000
##QINGFU_LAMAO 1.200000,1.150000,1.100000
##HUAYI 1.200000,1.200000,1.200000
##TUYONG 1.100000,1.200000,1.100000
##SHENLIU 1.600000,1.500000,1.400000
##GUANYONG 1.000000,1.000000,1.000000,1
##GOUZAO 0.800000,0.300000,0.200000
##QIANGUSHENDU 1.200000,1,0,0,0,0,0,0,0,0,0,1,2
##MANGAN_TUDING 1.800000,1.600000,1.400000,1.250000,1.800000,1.600000,1.400000,3
##ZHEJIANG 1.250000,1.200000,1.150000,2.000000,1.300000,1.000000,2.000000,1.300000,1.000000,50.000000
1.500000,2.400000,2.000000,1.000000,1.350000,1.350000,1.300000,1.300000,1.300000,2.000000,0
##防水帷幕数据，仅对上海规范 有无,宽,高
0,13.000000,1.000000,2,2.000000,0.800000,800.000000,800.000000,1000.000000,0,0
##按广州规范计算嵌固深度时的土、岩石系数
0,0.500000
##除国标与广州规范=1.2外其它用嵌固系数
0,1.200000,0.000000
##计算放坡效应时的方法 0-图解法 1-国标法,上海的土压力、水压力模型，水土合分算类型
1,0,0,0
##上海规范对土压力调整的规定，静止土压力公式，提高主动土压力公式，降底被动土压系数
0,0,1.000000
##桩墙，锚杆配筋内力取值方法 0弹性法， 1 经典法,重庆规范地层与锚固体粘结工作条件系数和锚筋抗拉工作条件系数
0,0,1.000000,0.690000,3,1.600000,1.000000,1.600000
##计算方法及经典法土压力模型，弹性法土压力模型
0,2,1,0
##配筋计算参数[只有Pile,Wall采用]
1,0.850000,1.000000,1.250000,0.000000,0.000000,0.000000,0.000000,1
##锚杆计算数据[只有Pile,Wall采用]
1,1,360.000000,2.000000,1.250000,1.300000,3.000000,0,1220.000000,1.950000,3,1720.000000
##压顶梁钢筋交互结果
2,16,2,2,16,2,1,8,200
##刚度折减系数
0.850000,1
##地基土水平反力系数的比例系数
30.000000
##桩墙横截面抗弯承载力标准值
15000.000000, 15000.000000
##地下室层数 0
##支锚道数 3
###支锚数据 2.500000,1.000000,30.000000,0.500000,15.000000,0.000000,150,0,1,-1,20.000000,100.000000,5.000000,0.000000,15.000000,100.000000,1
###锚杆配筋级别 2,2,2
###锚杆配筋结果 20.000000,4,3
###锚杆抗力系数 100.000000,1.000000,1.000000
###支锚数据 2.500000,1.000000,30.000000,0.500000,15.000000,0.000000,150,0,3,-1,20.000000,100.000000,5.000000,0.000000,15.000000,100.000000,1
###锚杆配筋级别 2,2,2
###锚杆配筋结果 20.000000,4,3
###锚杆抗力系数 100.000000,1.000000,1.000000
###支锚数据 2.500000,1.000000,30.000000,0.500000,15.000000,0.000000,150,0,5,-1,20.000000,100.000000,5.000000,0.000000,15.000000,100.000000,1
###锚杆配筋级别 2,2,2
###锚杆配筋结果 20.000000,4,3
###锚杆抗力系数 100.000000,1.000000,1.000000
##环梁道数 1
###环梁数据 BG,B,H,AS1JB,AS1ZJ,AS1GS,AS2JB,AS2ZJ,AS2GS,AS3JB,AS3ZJ,AS3GS
0.000000,300,500,2,20,5,2,20,3,1,8,200
##基本数据 ZDBG,QRCD,ZHIJING,JIANJU:
0.000000,4.000000,0.600000,1.500000,1,1.500000,800.000000
##计算方法 经典法,M,C,K,经典土压力模型:
not usable
##压顶梁数据 有无,宽,高,水平侧刚度
0,1.000000,0.800000,50.000000
##混凝土标号
30,2,2,20.600000,0,2,6,66,0.432000,0.498000,206000.000000,297999.998189,94399.999426,10965.799738,770.799968,H型钢HW498×432,206000.000000,100.000000,2000.000000,400.000000,0.400000,4.000000,1,0,0
215.000000,215.000000,1.050000,215.000000,71.922800,450.000021,120.007998
##配筋分段数
1
##分段配筋尺寸
14.00
##硬岩系数
0.500000,0,1
##桩的配筋计算参数
1,90.000000,0.500000,2,2,150,50
#--------------------------------------支护类型 8
##基坑深度 12.000000,0,1.000000
##右侧花管数 0
##左侧花管数 0
1, 0.000000, 25.000000, 25.000000,1,1.000000,0,0
###土数据: 1,50.000000,18.000000,10.000000,15.000000,0.600000,1.000000,1.000000,1,1.000000,10.000000,10.000000,10.000000,120.000000,10.000000,150.000000,8.000000,0.000000,10.000000,10.000000,80.000000,50.000000,10000.000000,1.000000,0,1.000,15.000000,0,0.741000,10.000000,1.000000,5.000000,1,0.000000,1.000000,1.000000
##超载数 0,0,1,1
###超载数据 1,0.000000,10.000000,0.000000,1.000000,1,1,1,1,1
##放坡数 0
坡前加固土体 0,3.000000,0,0,0,0,10.000000,0.000000,50.000000,0,0,1,0,0.000000,1
###土数据: 1,2.000000,18.000000,20.000000,30.000000,0.600000,1.000000,1.000000,1,1.000000,10.000000,10.000000,10.000000,120.000000,10.000000,150.000000,8.000000,0.000000,15.000000,15.000000,80.000000,50.000000,10000.000000,1.000000,0,1.000,15.000000,0,0.741000,10.000000,1.000000,5.000000,1,0.000000,1.000000,1.000000
###土数据: 1,50.000000,18.000000,10.000000,15.000000,0.600000,1.000000,1.000000,1,1.000000,10.000000,10.000000,10.000000,120.000000,10.000000,150.000000,8.000000,0.000000,10.000000,10.000000,80.000000,50.000000,10000.000000,1.000000,0,1.000,15.000000,0,0.741000,10.000000,1.000000,5.000000,1,0.000000,1.000000,1.000000
工况数 1,2,1.300000
###工况数据 0.000000,12.000000,0.000000,0.000000,0.000000,0.000000,0,0,1.000000,1.000000,1
12.000000,0.500000,0.500000,1,0
基坑等级与土条宽度 2,1.000000,1.000000,0,0,0,0,0,1,0,1,1,1,0,1,0,1,40.000000,0,1.000000,0,0,0
##SNT_SHANGHAI_GAMA0 1.200000,1.000000,0.900000,2
##WENDING 1.350000,1.300000,1.250000
##LONGQI_KENGDI 1.800000,1.600000,1.400000
##LONGQI_YUANHU 2.200000,1.900000,1.700000
##QINGFU 1.250000,1.200000,1.150000
##QINGFU_ZHIMAO 1.000000,1.000000,1.000000
##QINGFU_LAMAO 1.000000,1.000000,1.000000
##HUAYI 1.200000,1.200000,1.200000
##TUYONG 1.100000,1.100000,1.100000
##SHENLIU 1.600000,1.500000,1.400000
##GUANYONG 1.000000,1.000000,1.000000,1
##GOUZAO 0.800000,0.300000,0.200000
##QIANGUSHENDU 1.200000,1,1,1,0,0,0,0,0,0,0,1,2
##MANGAN_TUDING 1.000000,1.000000,1.000000,1.250000,1.000000,1.000000,1.000000,3
##ZHEJIANG 0.000000,0.000000,0.000000,1.300000,1.300000,1.300000,1.200000,1.200000,1.200000,50.000000
##WENDING 1.350000,1.300000,1.250000
##LONGQI_KENGDI 1.400000,1.300000,1.200000
##LONGQI_YUANHU 1.400000,1.300000,1.200000
##QINGFU 1.250000,1.200000,1.150000
##QINGFU_ZHIMAO 1.000000,1.000000,1.000000
##QINGFU_LAMAO 1.000000,1.000000,1.000000
##HUAYI 1.200000,1.200000,1.200000
##TUYONG 1.100000,1.100000,1.100000
##SHENLIU 2.000000,1.800000,1.600000
##GUANYONG 1.900000,1.700000,1.500000,1
##GOUZAO 1.000000,0.600000,0.300000
##QIANGUSHENDU 1.200000,1,1,1,0,0,0,0,1,0,0,1,2
##MANGAN_TUDING 1.000000,1.000000,1.000000,1.250000,1.000000,1.000000,1.000000,3
##ZHEJIANG 0.000000,0.000000,0.000000,1.000000,1.000000,1.000000,1.000000,1.000000,1.000000,50.000000
##WENDING 1.250000,1.250000,1.250000
##LONGQI_KENGDI 2.500000,2.000000,1.700000
##LONGQI_YUANHU 2.200000,1.900000,1.700000
##QINGFU 1.200000,1.100000,1.050000
##QINGFU_ZHIMAO 1.000000,1.000000,1.000000
##QINGFU_LAMAO 1.000000,1.000000,1.000000
##HUAYI 1.200000,1.200000,1.200000
##TUYONG 1.050000,1.050000,1.050000
##SHENLIU 2.000000,2.000000,2.000000
##GUANYONG 1.000000,1.000000,1.000000,1
##GOUZAO 0.800000,0.300000,0.200000
##QIANGUSHENDU 1.200000,0,0,0,0,0,0,0,0,0,0,1,2
##MANGAN_TUDING 1.000000,1.000000,1.000000,1.250000,1.000000,1.000000,1.000000,3
##ZHEJIANG 0.000000,0.000000,0.000000,1.300000,1.300000,1.300000,1.200000,1.200000,1.200000,50.000000
##WENDING 1.300000,1.250000,1.200000
##LONGQI_KENGDI 1.600000,1.600000,1.600000
##LONGQI_YUANHU 1.400000,1.400000,1.400000
##QINGFU 1.500000,1.400000,1.300000
##QINGFU_ZHIMAO 1.000000,1.000000,1.000000
##QINGFU_LAMAO 1.000000,1.000000,1.000000
##HUAYI 1.300000,1.300000,1.300000
##TUYONG 1.100000,1.100000,1.100000
##SHENLIU 2.500000,2.500000,2.500000
##GUANYONG 1.000000,1.000000,1.000000,1
##GOUZAO 0.300000,0.300000,0.200000
##QIANGUSHENDU 1.200000,1,1,0,0,0,0,0,0,0,0,1,2
##MANGAN_TUDING 1.000000,1.000000,1.000000,1.250000,1.000000,1.000000,1.000000,3
##ZHEJIANG 0.000000,0.000000,0.000000,1.000000,1.000000,1.000000,1.000000,1.000000,1.000000,50.000000
##WENDING 1.300000,1.300000,1.300000
##LONGQI_KENGDI 1.400000,1.400000,1.400000
##LONGQI_YUANHU 1.400000,1.400000,1.400000