船舶靜水力學(xué)課程設(shè)計(jì)計(jì)算說(shuō)明書課件

1、船舶靜水力設(shè)計(jì)課程設(shè)計(jì)計(jì)算說(shuō)明書班級(jí)：2010級(jí)船舶與海洋工程4班姓名：王雪 學(xué)號(hào)：10960201指導(dǎo)教師：雷林日期：二一二年十二月至一月目錄一、 設(shè)計(jì)題目，主尺度及設(shè)計(jì)資料 2二、 修正前型值表 3三、 修正后型值表 4四、 0WL Aw XF IT IL Cwp 計(jì)算表格 5五、 950WL Aw XF IT IL Cwp 計(jì)算表格 6六、 1900WL Aw XF IT IL Cwp 計(jì)算表格 7七、 2850WL Aw XF IT IL Cwp 計(jì)算表格 8八、 3800WL Aw XF IT IL Cwp 計(jì)算表格 9九、 4750WL Aw XF IT IL Cwp 計(jì)算表格 1

2、0十、 計(jì)算表格 11十一、 計(jì)算表格 11十二、 計(jì)算表格12十三、 計(jì)算表格 12十四、 計(jì)算表格 13十五、 計(jì)算表格 13十六、 邦戎曲線計(jì)算表14十七、 某一傾斜水線下排水體積和浮心坐標(biāo)計(jì)算表格19十八、 附錄（各修正曲線草圖）20十九、 課程設(shè)計(jì)總結(jié)21一、設(shè)計(jì)任務(wù)書，船舶主尺度及設(shè)計(jì)資料：船舶靜水力設(shè)計(jì)課程設(shè)計(jì)任務(wù)書1、題目：1000噸貨船靜水力設(shè)計(jì)計(jì)算2、船舶主尺度總長(zhǎng) 65.11m垂線間長(zhǎng) 59.23m型寬 10.80m型深 5.35m吃水 4.2 m梁拱 0.22 m3 、設(shè)計(jì)資料1000t 貨船型線圖及型值表4、設(shè)計(jì)要求1） 要求取21個(gè)計(jì)算站號(hào)，應(yīng)先把型線圖中不足的站號(hào)

3、補(bǔ)齊，把對(duì)應(yīng)的型值補(bǔ)在型值表中。2） 計(jì)算水線從0號(hào)水線等間距取6條。若無(wú)船底線（0號(hào)水線）應(yīng)補(bǔ)畫，且把船底線的型值填入型值表。3） 對(duì)水線面和橫剖面的端點(diǎn)坐標(biāo)進(jìn)行修正，將修正后的端點(diǎn)坐標(biāo)填入型值表。4） 按參考資料4）所示繪制靜水力計(jì)算表格，然后計(jì)算。5） 用Autocad把計(jì)算結(jié)果繪制成如參考資料（3）所示的靜水力曲線圖。6） 按參考資料4）所示繪制邦戎曲線計(jì)算表格，然后計(jì)算。7） 用Autocad把計(jì)算結(jié)果繪制成如參考資料（3）所示的邦戎曲線圖。8） 利用邦戎曲線圖列表計(jì)算某一傾斜水線下排水體積和浮心坐標(biāo)。9） 設(shè)計(jì)封面（船舶靜力學(xué)課程設(shè)計(jì)計(jì)算書），編寫目錄。10） 設(shè)計(jì)總結(jié)文一篇。11

4、） 按封面、目錄、主尺度、計(jì)算表格、靜水力曲線圖、邦戎曲線圖、某一傾斜水線下排水體積和浮心坐標(biāo)計(jì)算表格、設(shè)計(jì)總結(jié)的順序裝訂計(jì)算書（交計(jì)算書打印件）。12） 以學(xué)號(hào)、姓名建立文件夾，把計(jì)算書電子文檔存入文件夾（交計(jì)算書電子文檔）。13） 全部設(shè)計(jì)工作要求二周內(nèi)完成。第1周要求完成靜水力曲線計(jì)算，第2周要求完成邦戎曲線及某一傾斜水線下排水體積和浮心坐標(biāo)計(jì)算。5、參考資料 1）船舶靜力學(xué) 蔡梅嶺2）船舶原理 盛振邦3）船舶原理 潘小明4）計(jì)算表格復(fù)印資料6、時(shí)間、地點(diǎn) 17、18周。航海學(xué)院計(jì)算機(jī)房二、1000T貨船型值表（修正前）靜水力設(shè)計(jì)型值表（修正前）站號(hào)船底線950WL1900WL2850W

5、L3800WL4750WL0.000 -0.000 0.000 0.000 0.900 1.990 1.000 -0.290 0.470 0.910 2.040 3.100 2.000 0.072 0.860 1.450 2.200 3.100 3.920 3.000 0.221 1.790 2.620 3.330 3.980 4.540 4.000 0.466 2.900 3.740 4.240 4.630 4.950 5.000 1.073 3.828 4.515 4.839 5.049 5.204 6.000 1.900 4.490 4.980 5.180 5.280 5.340 7.0

6、00 2.696 4.889 5.227 5.339 5.377 5.392 8.000 3.387 5.120 5.340 5.390 5.400 5.400 9.000 3.923 5.270 5.389 5.397 5.399 5.400 10.000 4.143 5.320 5.400 5.400 5.400 5.400 11.000 3.926 5.234 5.368 5.392 5.400 5.400 12.000 3.444 5.020 5.250 5.320 5.360 5.380 13.000 2.898 4.686 4.997 5.125 5.231 5.286 14.00

7、0 2.312 4.200 4.580 4.810 4.970 5.090 15.000 1.675 3.531 3.981 4.367 4.534 4.754 16.000 1.033 2.700 3.200 3.660 3.880 4.200 17.000 0.428 1.770 2.270 2.630 2.990 3.370 18.000 0.000 0.910 1.330 1.650 1.980 2.370 19.000 -0.230 0.480 0.720 0.980 1.330 20.000 -0.000 0.000 0.000 0.000 0.220 三、1000T貨船型值表（修

8、正后）靜水力設(shè)計(jì)型值表（修正后）站號(hào)船底線950WL1900WL2850WL3800WL4750WL0.000 -0.200 -0.320 -0.327 1.455 3.792 1.000 0.071 0.290 0.470 0.910 2.040 3.100 2.000 0.072 0.860 1.450 2.200 3.100 3.920 3.000 0.221 1.790 2.620 3.330 3.980 4.540 4.000 0.466 2.900 3.740 4.240 4.630 4.950 5.000 1.073 3.828 4.515 4.839 5.049 5.204 6

9、.000 1.900 4.490 4.980 5.180 5.280 5.340 7.000 2.696 4.889 5.227 5.339 5.377 5.392 8.000 3.387 5.120 5.340 5.390 5.400 5.400 9.000 3.923 5.270 5.389 5.397 5.399 5.400 10.000 4.143 5.320 5.400 5.400 5.400 5.400 11.000 3.926 5.234 5.368 5.392 5.400 5.400 12.000 3.444 5.020 5.250 5.320 5.360 5.380 13.0

10、00 2.898 4.686 4.997 5.125 5.231 5.286 14.000 2.312 4.200 4.580 4.810 4.970 5.090 15.000 1.675 3.531 3.981 4.367 4.534 4.754 16.000 1.033 2.700 3.200 3.660 3.880 4.200 17.000 0.428 1.770 2.270 2.630 2.990 3.370 18.000 -0.132 0.910 1.330 1.650 1.980 2.370 19.000 -0.230 0.480 0.720 0.980 1.330 20.000

11、-198.960 -0.242 -0.188 -0.051 0.267 四、船底線的Aw XF IT IL Cwp 計(jì)算表格AW, XF ,IT,IL,CWP計(jì)算表水線號(hào)d=0(m), L= 2.962(m),2/3L=1.974 (m), 2(L)3= 51.974(m)3橫剖面站號(hào)水線半寬（m）面矩函數(shù)慣矩函數(shù)面矩乘積（）()慣矩乘積()()水線半寬立方（m）001000.000.000.0010-9810.000.000.0020.075-864-0.604.800.0030.321-749-2.2515.730.0340.406-636-2.4414.620.0751.068-525-

12、5.3426.701.2261.756-416-7.0228.105.4172.589-39-7.7723.3017.3583.297-24-6.5913.1935.8493.883-11-3.883.8858.55104.183000.000.0073.19113.876113.883.8858.23123.342246.6813.3737.33132.902398.7126.1224.44142.2924169.1736.6712.04151.6955258.4842.384.87160.9336365.6033.590.81170.4087492.8619.990.07180.10586

13、40.846.720.001909810.000.000.00200101000.000.000.00總和33.1310.31313.02329.45修正值0.040.000.000.00修正后總和33.0910.31313.02329.45計(jì)算公式AW=2L (m)2Cwp=Aw/LBxF=LILF=2(L)3AwxF2(m4)IT=(2/3)L (m4)計(jì)算結(jié)果571.8560.1120.92315,781.862650.341五、一號(hào)水線（950WL）Aw XF IT IL Cwp 計(jì)算表格水線號(hào)d=0.95(m), L= 2.962(m),2/3L=1.974 (m), 2(L)3=

14、51.974(m)3橫剖面站號(hào)水線半寬（m）面矩函數(shù)慣矩函數(shù)面矩乘積（）()慣矩乘積()()水線半寬立方（m）0 0100 0.00 0.00 0.00 1 0.318-9 81 -2.86 25.76 0.03 2 0.86-8 64 -6.88 55.04 0.64 3 1.79-7 49 -12.53 87.71 5.74 4 2.9-6 36 -17.40 104.40 24.39 5 3.829-5 25 -19.15 95.73 56.14 6 4.49-4 16 -17.96 71.84 90.52 7 4.889-3 9 -14.67 44.00 116.86 8 5.12-2

15、 4 -10.24 20.48 134.22 9 5.27-1 1 -5.27 5.27 146.36 10 5.320 0 0.00 0.00 150.57 11 5.2341 1 5.23 5.23 143.38 12 5.022 4 10.04 20.08 126.51 13 4.6863 9 14.06 42.17 102.90 14 4.24 16 16.80 67.20 74.09 15 3.5315 25 17.66 88.28 44.02 16 2.76 36 16.20 97.20 19.68 17 1.777 49 12.39 86.73 5.55 18 0.918 64

16、7.28 58.24 0.75 19 0.089 81 0.72 6.48 0.00 20 010 100 0.00 0.00 0.00 總和62.92 -6.58 981.84 1242.34 修正值0.20 -1.07 16.12 0.02 修正后總和62.72 -5.51 965.72 1242.32 計(jì)算公式AW=2L (m)2Cwp=Aw/LBxF=LILF=2(L)3AwxF2(m4)IT=(2/3)L (m4)計(jì)算結(jié)果1083.767 0.213 0.26050118.946 2452.347 六、2號(hào)水線（1900WL）水線的Aw XF IT IL Cwp 計(jì)算表格水線號(hào)d=1

17、.9(m), L= 8.64(m),2/3L=5.76 (m), 2(L)3= 1289.945 (m)3橫剖面站號(hào)水線半寬（m）面矩函數(shù)慣矩函數(shù)面矩乘積（）()慣矩乘積()()水線半寬立方（m）0 0-10 100 0.00 0.00 0.00 1 0.49-9 81 -4.41 39.69 0.12 2 1.45-8 64 -11.60 92.80 3.05 3 2.62-7 49 -18.34 128.38 17.98 4 3.74-6 36 -22.44 134.64 52.31 5 4.515-5 25 -22.58 112.88 92.04 6 4.98-4 16 -19.92 7

18、9.68 123.51 7 5.227-3 9 -15.68 47.04 142.81 8 5.34-2 4 -10.68 21.36 152.27 9 5.389-1 1 -5.39 5.39 156.50 10 5.40 0 0.00 0.00 157.46 11 5.3681 1 5.37 5.37 154.68 12 5.252 4 10.50 21.00 144.70 13 4.9973 9 14.99 44.97 124.78 14 4.584 16 18.32 73.28 96.07 15 3.9815 25 19.91 99.53 63.09 16 3.26 36 19.20

19、115.20 32.77 17 2.277 49 15.89 111.23 11.70 18 1.338 64 10.64 85.12 2.35 19 0.489 81 4.32 38.88 0.11 20 -2.1510 100 -21.50 -215.00 -9.94 總和68.46 -33.40 1041.43 1518.37 修正值-1.08 -10.75 -107.50 -4.97 修正后總和69.53 -22.65 1148.93 1523.34 計(jì)算公式AW=2L (m)2Cwp=Aw/LBxF=LILF=2(L)3AwxF2(m4)IT=(2/3)L (m4)計(jì)算結(jié)果1201.

20、513 0.236 -0.965 57910.000 3007.080 七、3號(hào)水線（2850WL）水線的Aw XF IT IL Cwp 計(jì)算表格水線號(hào)d=2.85(m), L= 8.64(m),2/3L=5.76 (m), 2(L)3= 12.89.945 (m)3橫剖面站號(hào)水線半寬（m）面矩函數(shù)慣矩函數(shù)面矩乘積（）()慣矩乘積()()水線半寬立方（m）0 0100 0.00 0.00 0.00 1 0.923-9 81 -8.31 74.76 0.79 2 2.2-8 64 -17.60 140.80 10.65 3 3.33-7 49 -23.31 163.17 36.93 4 4.24

21、-6 36 -25.44 152.64 76.23 5 4.839-5 25 -24.20 120.98 113.31 6 5.18-4 16 -20.72 82.88 138.99 7 5.339-3 9 -16.02 48.05 152.19 8 5.39-2 4 -10.78 21.56 156.59 9 5.397-1 1 -5.40 5.40 157.20 10 5.40 0 0.00 0.00 157.46 11 5.3921 1 5.39 5.39 156.77 12 5.322 4 10.64 21.28 150.57 13 5.1253 9 15.38 46.13 134.6

22、1 14 4.814 16 19.24 76.96 111.28 15 4.3675 25 21.84 109.18 83.28 16 3.666 36 21.96 131.76 49.03 17 2.637 49 18.41 128.87 18.19 18 1.658 64 13.20 105.60 4.49 19 0.729 81 6.48 58.32 0.37 20 -0.1810 100 -1.80 -18.00 -0.01 總和75.73 -21.03 1475.72 1708.92 修正值0.37 -5.05 28.38 0.39 修正后總和75.36 -15.98 1447.34

23、 1708.53 計(jì)算公式AW=2L (m)2Cwp=Aw/LBxF=LILF=2(L)3AwxF2(m4)IT=(2/3)L (m4)計(jì)算結(jié)果1302.229 0.255 -0.628 74710.118 3372.641 八、4號(hào)水線（3800WL）水線的Aw XF IT IL Cwp 計(jì)算表格水線號(hào)d=3.8(m), L= 8.64(m),2/3L=5.76(m), 2(L)3= 1289.945 (m)3橫剖面站號(hào)水線半寬（m）面矩函數(shù)慣矩函數(shù)面矩乘積（）()慣矩乘積()()水線半寬立方（m）0 0.852100 0.00 85.20 0.62 1 2.04-9 81 -18.36 1

24、65.24 8.49 2 3.1-8 64 -24.80 198.40 29.79 3 3.98-7 49 -27.86 195.02 63.04 4 4.63-6 36 -27.78 166.68 99.25 5 5.049-5 25 -25.25 126.23 128.71 6 5.28-4 16 -21.12 84.48 147.20 7 5.377-3 9 -16.13 48.39 155.46 8 5.4-2 4 -10.80 21.60 157.46 9 5.399-1 1 -5.40 5.40 157.38 10 5.40 0 0.00 0.00 157.46 11 5.41 1

25、 5.40 5.40 157.46 12 5.362 4 10.72 21.44 153.99 13 5.2313 9 15.69 47.08 143.14 14 4.974 16 19.88 79.52 122.76 15 4.5345 25 22.67 113.35 93.21 16 3.886 36 23.28 139.68 58.41 17 2.997 49 20.93 146.51 26.73 18 1.988 64 15.84 126.72 7.76 19 0.989 81 8.82 79.38 0.94 20 0.0710 100 0.70 7.00 0.00 總和81.90 -

26、33.56 1862.72 1869.28 修正值1.06 -8.83 86.12 4.25 修正后總和80.85 -24.73 1776.60 1865.03 計(jì)算公式AW=2L (m)2Cwp=Aw/LBxF=LILF=2(L)3AwxF2(m4)IT=(2/3)L (m4)計(jì)算結(jié)果1397.036 0.274 -0.906 91189.787 3681.577 九、5號(hào)水線（4750WL）水線的Aw XF IT IL Cwp 計(jì)算表格水線號(hào)d=4.75(m), L= 8.64(m),2/3L=5.76(m), 2(L)3= 1289.945(m)3橫剖面站號(hào)水線半寬（m）面矩函數(shù)慣矩函數(shù)

27、面矩乘積（）()慣矩乘積()()水線半寬立方（m）0 1.99100 0.00 199.00 7.88 1 3.1-9 81 -27.90 251.10 29.79 2 3.92-8 64 -31.36 250.88 60.24 3 4.54-7 49 -31.78 222.46 93.58 4 4.95-6 36 -29.70 178.20 121.29 5 5.204-5 25 -26.02 130.10 140.93 6 5.34-4 16 -21.36 85.44 152.27 7 5.392-3 9 -16.18 48.53 156.77 8 5.4-2 4 -10.80 21.60

28、 157.46 9 5.4-1 1 -5.40 5.40 157.46 10 5.40 0 0.00 0.00 157.46 11 5.41 1 5.40 5.40 157.46 12 5.382 4 10.76 21.52 155.72 13 5.2863 9 15.86 47.57 147.70 14 5.094 16 20.36 81.44 131.87 15 4.7545 25 23.77 118.85 107.44 16 4.26 36 25.20 151.20 74.09 17 3.377 49 23.59 165.13 38.27 18 2.378 64 18.96 151.68

29、 13.31 19 1.339 81 11.97 107.73 2.35 20 0.21410 100 2.14 21.40 0.01 總和88.03 -42.49 2264.63 2063.37 修正值1.66 -12.88 136.25 14.90 修正后總和86.37 -29.61 2128.38 2048.47 計(jì)算公式AW=2L (m)2Cwp=Aw/LBxF=LILF=2(L)3AwxF2(m4)IT=(2/3)L (m4)計(jì)算結(jié)果1492.525 0.293 -1.015 109081.826 4043.680 十、 計(jì)算表T1=0.95 (m) T2=0.95(m) T3=0.

30、95(m) , 1/2T1=0.475(m) 1/2T2=0.475(m) 1/2T3=0.475(m) , w = 1.025(t/m3)水線號(hào) i(m)Awi(m2)成對(duì)和自上而下之和i=T/2(V)(m3)i=w()(t)LBTiCBi=i/LBTi(TPC)=()w/100(t/cm)00194.781 10.95372.738567.519567.519269.575276.3103038.4990.08873.7221.9411.895784.6331352.152642.272658.323038.4990.211384.1132.85446.432858.3272210.479

31、1049.9771076.223038.4990.34554.4643.8484.879931.3113141.791492.3501529.6563038.4990.491114.8454.75511.655996.5344138.3241965.7092014.8463038.4990.6465.116十一、計(jì)算表t=0.95 (m),1/2T=0.475 ()mXbi計(jì)算表水線號(hào)wi（m2）xFi(m)()成對(duì)和自上至下之和i（m）bit()/2i(m)0194.781 1.07208.411373 -0.405-150.9557.4557.45269.570.10122411.895-

32、0.644-265.26-416.21-358.76642.27-0.26593446.432-1.103-492.41-757.67-1116.431049.97-0.50504484.879-1.4-678.83-1171.24-2287.681492.35-0.72815511.655-1.629-833.48-1512.31-3799.991965.70-0.9182十二、計(jì)算表T= 0.95 (m) 0.5T= 0.475 (m)水線號(hào)i（m）成對(duì)和自上至下之和0.5T（）ii（m）i（）（）（m）01269.5715269.5715269.57150.4750.950.475264

33、2.2722911.84371181.41550.87371.91.02631049.9771692.2492873.66491.30002.851.54941492.3502542.3275415.99251.72383.82.07651965.703458.0548874.04692.14434.752.608十三、計(jì)算表BM ,BML ,KM(ZM), KML(ZML)計(jì)算表水線號(hào)i（m）ITi (m4)ILFi (m4)BM=()/() (m)BML=()/()(m)ZBi (m)Zmi=()+()(m)ZMLi=()+() (m)0650.3412,647.561269.572452

34、.347449568.7069.0972183.87970.4759.572164.6682642.273007.079757810.3874.681790.00911.04745.72994.703531049.93372.64170852.5923.2121367.48011.57514.78769.323841492.53681.57682577.3642.4669355.33372.09684.56362.123051965.74073.09397528.3642.0720749.6142.62314.69558.435十四、計(jì)算表MTC計(jì)算表水線號(hào)i（t）BML (m)()()L (

35、m)MTC=()/100() (tfm)059.231276.3108131183.879606750807.9236559.238.5780725392658.32900590.0091690157910.387159.239.77720531831076.22696367.4801034472623.906859.2312.2613383141529.65900655.33376984641.798159.2314.2903592952014.84649849.614982299966.573159.2316.87769257十五、，計(jì)算表Cm Cp計(jì)算表T0.950 水線號(hào)中橫剖面半寬（

36、m）成對(duì)和自上而下和Ami=T*D例(m2)B*TiCm=E列/F列CbiCpi=Cbi/Cm船底線4.143 0.000 一號(hào)水線5.320 9.463 9.463 8.990 10.260 0.876 0.446 0.509 二號(hào)水線5.399 10.719 20.182 19.173 20.520 0.934 0.531 0.569 三號(hào)水線5.400 10.799 30.981 29.432 30.780 0.956 0.579 0.606 四號(hào)水線5.400 10.800 41.781 39.692 41.040 0.967 0.617 0.638 五號(hào)水線5.400 10.800

37、52.581 49.952 51.300 0.974 0.650 0.668 十六、邦戎曲線計(jì)算表1、邦戎曲線計(jì)算型值 水線號(hào)站號(hào)0WL950WL1900WL2850WL3800WL4750WL上甲板（首升高甲板）邊線（半寬）上甲（首升高甲）板邊線距離0WL的高度0.000 -1.350 1.900 2.950 6.155 1.000 0.075 0.290 0.470 0.910 2.040 3.100 3.980 6.000 2.000 0.200 0.860 1.450 2.200 3.100 3.920 4.580 5.870 3.000 0.488 1.790 2.620 3.330

38、 3.980 4.540 4.960 5.750 4.000 1.087 2.900 3.740 4.240 4.630 4.950 5.180 5.640 5.000 2.157 3.800 4.515 4.839 5.049 5.204 5.306 5.555 6.000 2.818 4.490 4.980 5.180 5.280 5.340 5.370 5.480 7.000 3.719 4.889 5.227 5.339 5.377 5.392 5.400 5.397 8.000 3.965 5.120 5.340 5.390 5.400 5.400 5.400 5.374 9.000

39、 4.185 5.270 5.389 5.392 5.400 5.400 5.400 5.374 10.000 4.476 5.324 5.400 5.400 5.400 5.400 5.400 5.374 11.000 4.005 5.234 5.368 5.392 5.400 5.400 5.400 5.374 12.000 3.949 5.020 5.250 5.320 5.360 5.380 5.400 5.378 13.000 3.477 4.686 4.997 5.125 5.231 5.286 5.325 5.549 14.000 3.123 4.200 4.580 4.810

40、4.970 5.090 5.190 5.629 15.000 2.076 3.531 3.981 4.367 4.534 4.754 4.968 5.747 16.000 1.608 2.700 3.200 3.660 3.880 4.200 4.580 5.874 17.000 0.616 1.770 2.270 2.630 2.990 3.370 4.693 7.460 18.000 0.121 0.910 1.330 1.650 1.980 2.370 3.952 7.564 19.000 -0.038 0.230 0.480 0.720 0.980 1.330 3.070 7.650

41、20.000 -0.000 0.115 1.900 7.700 邦戎曲線計(jì)算表橫剖面站號(hào)船底線一號(hào)水線y0y11=y0+y1面積A1=1*T面矩函數(shù)E1=1*y1C1=E1面積矩C1*T*T0 0.000 0.000 0.000 0.000 0.000 1 0.075 0.290 0.365 0.347 0.290 0.290 0.262 2 0.200 0.860 1.060 1.007 0.860 0.860 0.776 3 0.488 1.790 2.278 2.164 1.790 1.790 1.615 4 1.087 2.900 3.987 3.788 2.900 2.900 2.6

42、17 5 2.157 3.800 5.957 5.659 3.800 3.800 3.430 6 2.818 4.490 7.308 6.943 4.490 4.490 4.052 7 3.719 4.889 8.607 8.177 4.889 4.889 4.412 8 3.965 5.120 9.085 8.631 5.120 5.120 4.621 9 4.185 5.270 9.455 8.983 5.270 5.270 4.756 10 4.476 5.324 9.800 9.310 5.324 5.324 4.804 11 4.005 5.234 9.239 8.777 5.234 5.234 4.724 12 3.949 5.020 8.969 8.521 5.02