桩基础计算表格.xls

高度体积高度体积高度体积高度体积上口厚度 下口厚度 平均厚度体积 1 WKZ119.57.4611.41.82.0550.0000.0000.20.0800.20.150.1756.13715.73212 2 WKZ21.29.510.7441.72.23.6690.0000.0000.20.0980.20.150.1757.18221.69313 3 WKZ31.69.519.1012.72.810.3870.0000.0000.20.1610.20.150.1759.27138.9204 高度体积高度四棱台体积 椭圆台体积高度体积高度体积上口厚度 下口厚度 平均厚度 33 WKZ41.21.29.524.4241.22.42.24.6615.8060.0000.0000.20.5700.20.150.175 支数级别直径单长总重支数级别直径单长总重支数 hcL =h(承台 高)+L+hc 1 WKZ11000 50 121800 950014B1412300 2498.93887B14 3278.43 333.0321 2 WKZ21200 50 132200 950018B1412700 3593.85727B14 3906.75 429.9302 3 WKZ31600 50 42800 950026B1613300 2184.79217B14 5150.82 174.4117 小计 8277.5881937.374 人工挖孔桩体积计算表(圆桩) 序 号 桩编号桩直径 圆柱部分 扩大头 直径 圆台部分圆台下圆柱部分锅 底护 壁 单桩体积桩数 合 计 人工挖孔桩体积计算表(椭圆桩)人工挖孔桩体积计算表(椭圆桩) 桩编号 桩径d1 （短） 桩直径d （长） 圆柱部分 扩大头直 边长(d1) 扩大头直 径（D） 圆台部分圆台下圆柱部分锅 底护 壁 合 计 人工挖孔桩钢筋计算表 人工挖孔桩钢筋计算表人工挖孔桩钢筋计算表 人工挖孔桩钢筋计算表 序 号 桩编号桩直径 保护层 厚度 桩数 圆台高 度 桩长 长纵筋焊接加劲箍筋 l3=(D-0.05*2-0.008*2-0.016*2- 0.012)*3.14+300+11.9D*2 人工挖椭圆桩钢筋计算表 人工挖椭圆桩钢筋计算表人工挖椭圆桩钢筋计算表 人工挖椭圆桩钢筋计算表 支数级别直径单长总重支数级别直径单长总重 D1dChc =h(承台 高)+L+hc 1 WKZ412001200 50 3 9500 2200 34B1412700 1566.5537B14 6306.747 160.164 小计 1566.553160.164 序 号 桩编号 桩径D1 （长） 桩径 d(短直) 保护层厚 度 桩数桩长圆台高度 长纵筋焊接加劲箍筋(椭圆) l3=(D-0.05*2-0.008*2-0.016*2- 0.012)*3.14+d*2+300+11.9D*2 圆内切正方形周长L=4D/sqrt（2） 圆台体积公式；设上底的半径为r ,下底的半径为 R ,高为h 则V (1/3)* *h*(R2 + Rr +r2) 人工挖孔桩锅底计算公式 已知锅底长轴a,短轴b,锅底高h,求椭球缺体积V, 本公式为微积分导出 公式:v= *b/a(ah-h/3) 四棱台体积公司V=1/3*H（S上S下S上S下 圆内切正三角形周长L=3*sqrt(3)r 188.789 282.010 155.680 626.479626.479 体积 11.17246.6333139.898 139.898139.898 级别直径单长总重支数级别直径单长总重加密L1螺距D2螺箍长L d 8200010057577 8200010070137 8200010095262 00 体积小计 (m3) 圆台体积公式；设上底的半径为r ,下底的半径为R ,高为h 则V (1/3)* *h*(R2 + Rr +r2) 单桩体 积 桩数体积小计(m3) 人工挖孔桩钢筋计算表 人工挖孔桩钢筋计算表人工挖孔桩钢筋计算表 人工挖孔桩钢筋计算表 焊接三角撑筋 仅用于d1300桩顶附加环筋 A10100(环筋) 钢筋直径 L =3*sqrt(3)*D1/2 l3=(D-0.05*2-0.008*2-0.016*2- 0.012)*3.14+300+11.9D*2 L=L1/D*SQRT(3.1416*(D1- 2*C+d)2+d22)+300+11.9d*2 上部螺旋箍(加密区) 合 计 人工挖椭圆桩钢筋计算表 人工挖椭圆桩钢筋计算表人工挖椭圆桩钢筋计算表 人工挖椭圆桩钢筋计算表 单长总重支数级别直径单长总重支数级别直径单长总重 d 8 （三角形）焊接三角撑筋 仅用于d1300桩顶附加环筋 A10100(环筋) 钢筋直径 l=(4(D1- 2*C)/sqrt(2)/2+D1)*2 L =3*sqrt(3)*D1/2 l3=(D-0.05*2-0.008*2-0.016*2- 0.012)*3.14+d*2+300+11.9D*2 合 计 非加密区螺距D2螺箍长L支数级别直径单长总重支数 (DCK- 2*C)*3.1416/S+ 1)*护壁节数+1 (LHB/S)+1) *护壁节数 9300200132903190.480.395902.9196.0A8.011501068.24852857.00 9700200169016239.150.3951228.1225.9A8.011501333.45906357.00 10300200244076339.340.395536.2285.6A8.01150518.719604157.00 2667.12920.427195 螺箍长度(m) 螺箍每米重 螺箍重量小计 (kg) 护壁插筋 L=L1/D*SQRT(3.1416*(D1- 2*C+d)2+d22) LHB(护壁高)+CC(下伸 50)+2*6.25*D 下部螺旋箍 加密L1螺距D2螺箍长L非加密区螺距D2螺箍长L支数级别直径 (DCK- 2*C)*3.1416 /S+1)*护壁 节数+1 20001001181259700200285302403.430.395478.1339.9A8.0 478.1 上部螺旋箍(加密区)下部螺旋箍 螺箍长度(m)螺箍每米重 螺箍重量小 计(kg) 护壁插筋 L=L1/D*SQRT(3.1416*(D1- 2*C+d)2+d22)+300+11.9d*2 L=L1/D*SQRT(3.1416*(D1- 2*C+d)2+d22) LHB(护壁高)+CC(下伸 50)+2*6.25*D 级别直径单长总重 A843271168.7137 A84955.321449.95676 A86211.96559.2791584 3177.949619 186.3 护壁箍筋 (DCK- 2*C)*3.1416+2*d+300+2*6 .25*D 17980.4174817980.41748 单长总重支数级别直径单长总重 (LHB/150)+ 1)*护壁节数 1150.0463.072.8A6.57336.6417.8846169 463.0417.8846169 护壁箍筋 LHB(护壁高)+CC(下伸 50)+2*6.25*D (DCK- 2*C)*3.1416+2*d+300+2*6 .25*D 3085.6913713085.691371 土方页岩土方体积页岩体积高度体积高度体积高度体积高度 1 1#20（0.4+0.5+）+1.104.3604.24.367.1021 2 2#114.4603.90.003.063.1602.482110.7850.3000.2360 3 3#115.1513.81.022.983.8503.024110.7850.3000.2360 4 4#11-0.6405.350.004.20-1.940-1.524110.7850.3000.2360 5 5#117.4261.66.341.266.1204.807110.7850.3000.2360 6 6#117.3462.46.281.886.0404.744110.7850.3000.2360 7 7#118.06981.48.411.106.7695.316110.7850.3000.2360 8 8#81.17.20952.46.172.915.9095.6161.511.3380.3000.5300 9 9#101.15.71923.62.454.434.4194.2001.711.5630.3000.6810 10 10#91.15.10913.80.954.433.8093.6201.611.4480.3000.6030 11 11#415.47904.750.004.314.1793.2821.411.1410.3000.4620 12 12#114.56903.950.003.103.2692.567110.7850.3000.2360 13 13#21（0.4+0.5+）+1.005.08713.63.7878.28710.3000.0000 14 14#716.00714.31.004.504.7073.6971.711.4630.3000.6810 15 15#131.16.59715.11.206.495.2975.034211.9400.3000.9420 16 16#181.36.37714.91.629.504.8776.4732.51.23.5150.3001.4730 17 17#91.17.04742.64.933.295.7475.4621.611.4480.3000.6030 18 18#217.66762.56.202.236.3675.0011.210.9530.3000.3390 19 19#218.85253.85.123.257.5525.9311.210.9530.3000.3390 20 20#91.17.04251.66.172.345.7425.4571.611.4480.3000.6030 21 21#171.36.94215.61.609.565.6427.4892.312.6100.3001.2460 22 22#111.16.01214.61.195.584.7124.4781.811.6830.3000.7630 23 23#616.35214.81.004.705.0523.9681.611.3510.3000.6030 24 24#115.772141.003.144.4723.512110.7850.3000.2360 25 25#22（0.4+0.5+）+0.646.6580.65.555.35810.84610.3000.0000 26 26#515.498140.983.894.1983.2971.511.2440.3000.5300 人工挖孔桩体积计算表 序 号 桩 编号 桩直径 圆柱部分 扩大头直 径 圆台部分圆台下圆柱部分锅 底 桩身长度 桩 型号 (ZH) 27 27#101.16.48815.21.195.955.1884.9301.711.5630.3000.6810 28 28#171.36.598243.247.445.2987.0322.312.6100.3001.2460 29 29#101.18.53862.27.333.107.2386.8791.711.5630.3000.6810 30 30#218.93871.97.121.767.6385.9991.210.9530.3000.3390 31 31#118.82354.75.173.697.5235.909110.7850.3000.2360 32 32#218.29353.75.233.186.9935.4921.210.9530.3000.3390 33 33#91.18.433536.173.677.1336.7791.611.4480.3000.6030 34 34#181.38.5035.52.59.136.317.0039.2952.51.23.5150.3001.4730 35 35#131.16.40315.051.196.445.1034.850211.9400.3000.9420 36 36#616.58315.11.064.945.2834.1491.611.3510.3000.6030 37 37#22（0.4+0.5+）+0.646.50305.85.20310.59310.3000.0000 38 38#117.00106.40.005.025.7014.478110.7850.3000.2360 39 39#516.37123.92.063.815.0713.9831.511.2440.3000.5300 40 40#91.17.51152.36.113.006.2115.9031.611.4480.3000.6030 41 41#101.18.67162.27.363.107.3717.0051.711.5630.3000.6810 42 42#191.18.96162.87.393.677.6617.2811.711.5630.3000.6810 43 43#118.22162.456.281.926.9215.436110.7850.3000.2360 44 44#118.8147.51.857.811.457.5145.901110.7850.3000.2360 45 45#101.19.00162.57.333.387.7017.3191.711.5630.3000.6810 46 46#111.18.31962.37.423.407.0196.6701.811.6830.3000.7630 47 47#615.89923.42.073.604.5993.6121.611.3510.3000.6030 48 48#23（0.4+0.5+）+0.76.09902.64.7999.93510.3000.0000 49 49#171.38.94762.79.975.717.64710.1502.312.6100.3001.2460 50 50#151.18.31762.357.362.537.0176.6681.311.1340.3000.3980 51 51#117.93753.25.122.516.6375.213110.7850.3000.2360 52 52#117.91662.456.181.926.6165.196110.7850.3000.2360 53 53#118.04953.65.172.836.7495.301110.7850.3000.2360 54 54#151.18.16962.17.422.296.8696.5281.311.1340.3000.3980 55 55#171.38.25953.18.306.246.9599.2372.312.6100.3001.2460 56 56#131.16.74751.46.192.985.4475.176211.9400.3000.9420 57 57#615.59714.31.004.314.2973.3751.611.3510.3000.6030 58 58#0.000.00 59 59#0.000.00 60 60#0.000.00 61 61#0.000.00 6262#116.4515.651.004.445.1504.045110.7850.3000.2360 63 63#116.233.13.132.434.9003.848110.7850.3000.2360 64 64#171.37.0346.642.135.7307.6062.312.6100.3001.2460 65 65#121.17.7356.171.426.4306.1111.911.8090.3000.8510 66 66#9A1.27.8252.657.904.526.5207.374212.0530.3000.9420 67 67#116.62434.192.365.3204.178110.7850.3000.2360 68 68#115.633.13.122.434.3003.377110.7850.3000.2360 69 69#117.3151.65.241.266.0104.720110.7850.3000.2360 70 70#91.17.5343.54.944.146.2305.9211.611.4480.3000.6030 71 71#117.3961.356.281.066.0904.783110.7850.3000.2360 72 72#115.89933.13.122.434.5993.612110.7850.3000.2360 73 73#91.15.04923.12.433.763.7493.5631.611.4480.3000.6030 74 74#171.35.52923.33.286.514.2295.6132.312.6100.3001.2460 75 75#151.16.14914.81.194.864.8494.6081.311.1340.3000.3980 76 76#115.60923.952.073.104.3093.384110.7850.3000.2360 77 77#115.759242.063.144.4593.502110.7850.3000.2360 78 78#114.75514.21.003.303.4552.714110.7850.3000.2360 79 79#114.715141.003.143.4152.682110.7850.3000.2360 80 80#151.16.25515.11.205.144.9554.7091.311.1340.3000.3980 81 81#171.35.97514.71.628.374.6756.2052.312.6100.3001.2460 82 82#91.15.01523.12.433.763.7153.5301.611.4480.3000.6030 83 83#115.33514.41.003.454.0353.169110.7850.3000.2360 84 84#115.13405.10.004.003.8343.011110.7850.3000.2360 85 85#91.15.52405.40.005.954.2244.0141.611.4480.3000.6030 86 86#121.15.08404.850.006.033.7843.5961.911.8090.3000.8510 87 87#101.15.12404.60.005.383.8243.6341.711.5630.3000.6810 88 88#115.22404.80.003.773.9243.082110.7850.3000.2360 89 89#114.80404.70.003.693.5042.752110.7850.3000.2360 90 90#115.14604.990.003.923.8463.021110.7850.3000.2360 91 91#115.61605.050.003.964.3163.390110.7850.3000.2360 92 92#115.20604.80.003.773.9063.068110.7850.3000.2360 93 93#215.30604.960.004.174.0063.1461.210.9530.3000.3390 94 94#215.27605.050.004.243.9763.1231.210.9530.3000.3390 95 95#115.15605.20.004.083.8563.029110.7850.3000.2360 96 96#11505.050.003.963.7002.906110.7850.3000.2360 97 97#115.4205.150.004.044.1203.236110.7850.3000.2360 98 98#115.59050.003.934.2903.369110.7850.3000.2360 99 99#115.4404.90.003.854.1403.252110.7850.3000.2360 100100# 115.58050.003.934.2803.362110.7850.3000.2360 101101# 115.8533.23.122.514.5503.574110.7850.3000.2360 102102# 118.03662.36.231.816.7365.290110.7850.3000.2360 103103# 10A1.29.41163.38.583.738.1119.1731.211.1310.3000.3390 104104# 10A1.28.65362.38.712.607.3538.3161.211.1310.3000.3390 105105# 10A1.27.34816.31.367.126.0486.8401.211.1310.3000.3390 106106# 10A1.27.36234.24.314.756.0626.8561.211.1310.3000.3390 107107# 10A1.27.447252.845.656.1476.9521.211.1310.3000.3390 108108# 115.66714.10.983.224.3673.430110.7850.3000.2360 109109# 115.79214.30.983.384.4923.528110.7850.3000.2360 110110# 116.34814.91.003.855.0483.965110.7850.3000.2360 111111# 116.05314.61.003.614.7533.733110.7850.3000.2360 112112# 116.04115.10.844.004.7413.724110.7850.3000.2360 113 109.70109.70704.43704.43331.99331.99398.37398.37564.93564.93540.07540.07141.20141.20108.40108.40128.00128.0032.1032.1050.1750.170.000.00 合 计 体积上口厚度 下口厚度 平均厚度高度体积 0.10.060.0807.10217.102 0.0000.10.060.0803.50313.503 0.0000.10.060.080.850.2314.27614.276 0.0000.10.060.0800.000-0.5031-0.503 0.0000.10.060.0861.6297.45617.456 0.0000.10.060.085.81.5747.33917.339 0.0000.10.060.087.852.1318.46818.468 0.0000.10.060.084.81.4248.90718.907 0.0000.10.060.081.850.5496.99216.992 0.0000.10.060.0800.0005.67115.671 0.0000.10.060.0800.0004.88514.885 0.0000.10.060.0800.0003.58813.588 0.0000.10.060.080.858.28718.287 0.0000.10.060.080.80.2176.05816.058 0.0000.10.060.080.850.2528.16818.168 0.0000.10.060.080.850.29511.756111.756 0.0000.10.060.083.81.1278.63918.639 0.0000.10.060.085.51.4937.78617.786 0.0000.10.060.084.41.1948.41818.418 0.0000.10.060.084.81.4248.93118.931 0.0000.10.060.080.80.27711.623111.623 0.0000.10.060.080.80.2377.16217.162 0.0000.10.060.080.80.2176.13916.139 0.0000.10.060.080.80.2174.75014.750 0.0000.10.060.080.510.846110.846 0.0000.10.060.080.70.1905.26115.261 锅 底护 壁 单桩体积桩数 体积小计 (m3) 0.0000.10.060.080.80.2377.41117.411 0.0000.10.060.081.70.59011.478111.478 0.0000.10.060.085.51.63110.754110.754 0.0000.10.060.0861.6298.92018.920 0.0000.10.060.084.61.2498.17818.178 0.0000.10.060.084.81.3038.08718.087 0.0000.10.060.084.81.42410.253110.253 0.0000.10.060.085.31.83816.122116.122 0.0000.10.060.080.80.2377.96917.969 0.0000.10.060.0810.2716.37516.375 0.0000.10.060.08010.593110.593 0.0000.10.060.0800.0005.49915.499 0.0000.10.060.081.80.4896.24516.245 0.0000.10.060.084.61.3649.31819.318 0.0000.10.060.085.61.66110.910110.910 0.0000.10.060.085.71.69011.215111.215 0.0000.10.060.085.81.5748.03118.031 0.0000.10.060.087.11.9278.85018.850 0.0000.10.060.085.51.63111.194111.194 0.0000.10.060.085.81.72010.837110.837 0.0000.10.060.081.850.5026.06816.068 0.0000.10.060.0809.93519.935 0.0000.10.060.085.82.01216.018116.018 0.0000.10.060.085.61.6619.86119.861 0.0000.10.060.084.41.1947.42817.428 0.0000.10.060.085.41.4667.68317.683 0.0000.10.060.084.61.2497.57017.570 0.0000.10.060.085.81.7209.78019.780 0.0000.10.060.084.81.66514.758114.758 0.0000.10.060.084.851.4389.49719.497 0.0000.10.060.080.80.2175.54615.546 0.0000.10.060.080.80.2175.28315.283 0.0000.10.060.082.850.7745.64315.643 0.0000.10.060.083.851.33512.797112.797 0.0000.10.060.084.81.42410.194110.194 0.0000.10.060.0872.25212.621112.621 0.0000.10.060.083.851.0456.24416.244 0.0000.10.060.082.80.7605.15815.158 0.0000.10.060.084.851.3167.05817.058 0.0000.10.060.083.851.1429.11319.113 0.0000.10.060.085.81.5747.37817.378 0.0000.10.060.082.80.7605.39315.393 0.0000.10.060.081.80.5346.14816.148 0.0000.10.060.081.80.62410.094110.094 0.0000.10.060.080.80.2376.37716.377 0.0000.10.060.081.850.5024.90714.907 0.0000.10.060.081.80.4895.01215.012 0.0000.10.060.080.80.2173.95213.952 0.0000.10.060.080.80.2173.92013.920 0.0000.10.060.080.850.2526.49316.493 0.0000.10.060.080.850.29510.357110.357 0.0000.10.060.081.80.5346.11516.115 0.0000.10.060.080.80.2174.40714.407 0.0000.10.060.0800.0004.03214.032 0.0000.10.060.0800.0006.06516.065 0.0000.10.060.0800.0006.25616.256 0.0000.10.060.0800.0005.87815.878 0.0000.10.060.0800.0004.10314.103 0.0000.10.060.0800.0003.77313.773 0.0000.10.060.0800.0004.04214.042 0.0000.10.060.0800.0004.41114.411 0.0000.10.060.0800.0004.08914.089 0.0000.10.060.0800.0004.43914.439 0.0000.10.060.0800.0004.41514.415 0.0000.10.060.0800.0004.05014.050 0.0000.10.060.0800.0003.92713.927 0.0000.10.060.0800.0004.25714.257 0.0000.10.060.0800.0004.39014.390 0.0000.10.060.0800.0004.27314.273 0.0000.10.060.0800.0004.38314.383 0.0000.10.060.082.80.7605.35515.355 0.0000.10.060.085.61.5207.83217.832 0.0000.10.060.085.61.80212.445112.445 0.0000.10.060.0861.93011.717111.717 0.0000.10.060.080.70.2258.53618.536 0.0000.10.060.082.850.9179.24319.243 0.0000.10.060.081.80.5799.00119.001 0.0000.10.060.080.70.1904.64114.641 0.0000.10.060.080.70.1904.73914.739 0.0000.10.060.080.80.2175.20315.203 0.0000.10.060.080.80.2174.97114.971 0.0000.10.060.080.20.0544.79914.799 0.000.0010.8010.806.486.488.648.64260.25260.2575.5875.58793.82793.82108.00108.00793.82793.82 1587.6431587.643 高度体积高度四棱台体积 椭圆台体积高度体积高度体积上口厚度 下口厚度 平均厚度 33 WKZ41.21.29.524.4241.22.42.24.6615.8060.0000.0000.20.5700.20.150.175 合 计 护 壁锅 底 人工挖孔桩体积计算表(椭圆桩)人工挖孔桩体积计算表(椭圆桩) 桩编号 桩径d1 （短） 桩直径d （长） 圆柱部分 扩大头直 边长(d1) 扩大头直 径（D） 圆台部分圆台下圆柱部分 体积 11.17246.6333139.898 139.898139.898 单桩体 积 桩数体积小计(m3) 支数级别直径单长总重根数级别直径单长总重 hcL =h(承台 高)+L+hc 11#（0.4+0.5+）+1.10205011000436028C144360147.63 3 C140.000.00 22#100015011000446014C14446075.51 3 C143140.0011.39 33#100015011000515014C14515087.19 4 C143140.0015.19 44#100015011000-64014C14-640-10.84 1 C143140.003.80 55#100015011000742014C147420125.62 5 C143140.0018.99 66#100015011000734014C147340124.27 5 C143140.0018.99 77#100015011000806914C148069136.61 5 C143140.0018.99 88#110085011000720916C147209139.49 5 C143454.0020.88 99#1100105011000571916C145719110.66 4 C143454.0016.71 1010#110095011000510916C14510998.85 4 C143454.0016.71 1111#100045011000547914C14547992.76 4 C143140.0015.19 1212#100015011000456914C14456977.36 3 C143140.0011.39 1313#VALUE!215011000508726C145087159.95 4 C140.000.00 1414#100075011000600714C146007101.70 4 C143140.0015.19 1515#1100135011000659716C146597127.65 4 C143454.0016.71 1616#1300185011200637722C146377169.66 4 C144082.0019.75 1717#110095011000704716C147047136.35 5 C143454.0020.88 1818#100025011000766714C147667129.81 5 C143140.0018.99 1919#100025011000885214C148852149.87 5 C143140.0018.99 2020#110095011000704216C147042136.26 5 C143454.0020.88 2121#1300175011000694222C146942184.69 4 C144082.0019.75 2222#1100115011000601216C146012116.33 4 C143454.0016.71 2323#100065011000635214C146352107.54 4 C143140.0015.19 2424#100015011000577214C14577297.72 4 C143140.0015.19 长纵筋焊接加劲箍筋 桩 型号(ZH) 人工挖孔桩钢筋计算表 人工挖孔桩钢筋计算表人工挖孔桩钢筋计算表 人工挖孔桩钢筋计算表 序 号 桩编号桩直径 保护层 厚度 桩数 圆台高 度 桩长 l3=(D-0.05*2-0.008*2-0.016*2- 0.012)*3.14+300+11.9D*2 2525#VALUE!225011000665820C146658161.03 4 C140.000.00 2626#100055011000549814C14549893.08 4 C143140.0015.19 2727#1100105011000648816C146488125.54 4 C143454.0016.71 2828#1300175011000659822C146598175.54 4 C144082.0019.75 2929#1100105011000853816C148538165.20 5 C143454.0020.88 3030#100025011000893814C148938151.32 5 C143140.0018.99 3131#100015011000882314C148823149.38 5 C143140.0018.99 3232#100025011000829314C148293140.40 5 C143140.0018.99 3333#110095011000843316C148433163.17 5 C143454.0020.88 3434#1300185011200850322C148503226.22 5 C144082.0024.68 3535#1100135011000640316C146403123.89 4 C143454.0016.71 3636#100065011000658314C146583111.45 4 C143140.0015.19 3737#VALUE!225011000650320C146503157.28 4 C140.000.00 3838#100015011000700114C147001118.53 5 C143140.0018.99 3939#100055011000637114C146371107.86 4 C143140.0015.19 4040#110095011000751116C147511145.33 5 C143454.0020.88 4141#1100105011000867116C148671167.78 5 C143454.0020.88 4242#1100195011000896128C148961303.43 5 C143454.0020.88 4343#100015011000822114C148221139.19 5 C143140.0018.99 4444#100015011000881414C148814149.23 5 C143140.0018.99 4545#1100105011000900116C149001174.16 6 C143454.0025.06 4646#1100115011000831916C148319160.97 5 C143454.0020.88 4747#100065011000589914C14589999.87 4 C143140.0015.19 4848#VALUE!235011000609922C146099162.26 4 C140.000.00 4949#1300175011000894722C148947238.04 5 C144082.0024.68 5050#1100155011000831716C148317160.93 5 C143454.0020.88 5151#100015011000793714C147937134.38 5 C143140.0018.99 5252#100015011000791614C147916134.02 5 C143140.0018.99 5353#100015011000804914C148049136.27 5 C143140.0018.99 5454#1100155011000816916C148169158.06 5 C143454.0020.88 5555#1300175011000825922C148259219.73 5 C144082.0024.68 5656#1100135011000674716C146747130.55 4 C143454.0016.71 5757#100065011000559714C14559794.76 4 C143140.0015.19 5858#05010014C1400.00 1 C140.000.00 5959#05010014C1400.00 1 C140.000.00 6060#05010014C1400.00 1 C140.000.00 6161#05010014C1400.00 1 C140.000.00 6262#100015011000645014C146450109.20 4 C143140.0015.19 6363#100015011000620014C146200104.97 4 C143140.0015.19 6464#1300175011000703022C147030187.03 5 C144082.0024.68 6565#1100125011000773016C147730149.57 5 C143454.0020.88 6666#12009A5011000782018C147820170.22 5 C143768.0022.78 6767#100015011000662014C146620112.08 4 C143140.0015.19 6868#100015011000560014C14560094.81 4 C143140.0015.19 6969#100015011000731014C147310123.76 5 C143140.0018.99 7070#110095011000753016C147530145.70 5 C143454.0020.88 71