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1、艿钢材理肆 kg艿 kg蒅 kg芆 kg蒀 kg膀 kg蚆 kg螈 kg聿 kg膀 kg蚃 kg631.527207123.0914416.38 81.50.24 3.55.74618.79 1090.51 41.145 60.222 9049.94DN201.63736.608140.4716475.08 10 1.50.314 46.51721.75 1199.29 25 31.124 6.50.260 10061.65DN252.42273639.579157.81 13209290.98 10 20.395 76 35.40 159518.99 12108.02 41.459 80.3
2、95 12088.78DN323.13745.9210175.1010323.07 16 20.691 3.56.265.520.82 426 992.55 30 31.373 90.499 130104.20DN403.84325647.2011192.3312387.00 18 20.789 47.10622.64 10102.59 41.786 100.617 140120.84DN504.88754.908207140.3514450.81 18 2.50.956 58.75726.24 11112.58 36 42.163 120.888 150138.70DN656.64862.5
3、48160.2016514.54 18 31.11 83 4.58.71 168520.10 12122.52 40 42.419 141.21 160157.80DN808.34351651.059170.00 14209313.18 22 2.51.2059.62623.93 500 9108.96 52.976 161.58 170178.18DN10010.85759.3910199.7610347.73 31.41 89 48.38727.79 10120.83 45 42.736 182.00 180199.76DN12515.04867.6712239.1212426.68 25
4、 2.51.394.59.38831.57 11132.65 53.369 192.03 190222.57DN15017.81377654.909208179.9314485.44 31.63510.36 219631.52 12145.41 50 43.059 202.47 200246.62763.879202.2016554.00 27 31.78612.28736.60 530 9115.62 53.77 222.98 210271.89镀管872.8010224.42 3.52.03714.16841.63 10128.23 64.495 243.55 220298.40DN100
5、.87426662.1512268.71 32 32.15 108410.26946.61 11140.78 56 54.251 253.85 230326.39DN151.33772.3314312.81 3.52.464.511.491057.54 12154.29 86.568 264.17 240355.13DN201.73882.4710208199.66 38 32.59512.70 273745.92 630 9137.81 60 54.57 284.83 250385.34DN252.57992.559224.39 3.52.98615.09852.28 10152.89 65
6、.42 305.55DN323.32478669.8410249.08 43.35717.44958.60 11176.91 63 54.822 326.31DN404.07781.3111273.72 42 33.32114513.441064.86 12183.88 65.721 347.13DN505.17892.7312298.31 3.53.75615.98 325862.54 13197.80 87.469 367.99DN657.049104.1014347.33 45 33.11 121514.30970.14 14212.61 109.151 388.9DN808.94529
7、677.391120 8219.39 3.53.58617.021077.68 15227.49 70 55.397 409.86DN10011.50790.1110273.74 51 3.54.10 127412.131185.18 66.395 4512.48DN12516.858102.7912327.90 44.644.513.591292.63 77.392 5015.42DN15022.299115.4214381.86 57 34.00515.04 351867.67 88.373 5518.6510127.9916435.62 3.54.625.516.48975.91 75
8、66.905 6022.196307107.5512208239.12 45.23617.901084.10 77.976 6526.058122.72 9268.79 60 34.22 1334.514.261192.23 89.030 7030.219137.83 10298.40 3.54.88515.7812100.32 1011.089论重量表角钢kg角钢kg工字钢kg工字钢kg槽钢kg槽钢kg钢板kg钢板kg钢丝绳kgmmmmmmm2m2m 80 67.376 40 2541.936工 100 68 4.511.261工 45015011.580.420 50 37 4.55.43
9、8300 87 9.539.173 =0.53.925=15117.86196.20.1353 89.658 45 2842.203工 120 74 513.987工 45015213.587.485 63 40 4.86.634300 89 11.543.883 =0.64.710=16125.67.70.2114 1011.874 50 3242.494工 126 74 514.223工 45015415.594.550 65 40 4.86.709320 88 838.038 =0.75.495=17133.59.30.3045 90810.946 56 3642.818工 140 8
10、5.516.890工 5001581293.654 80 43 5.08.045320 90 1043.107 =0.755.888=18141.3110.41441013.47653.462工 160 88 620.513工 50016014101.504 100 48 5.310.007320 92 1248.131 =0.86.280=19149.212.50.54121215.940 63 4053.92工 180 94 6.524.143工 50016016109.354 120 53 5.512.059360 96 947.814 =0.97.065=20157.0140.685
11、100812.37664.638工 200 100 727.929工 55016612.5105.355 126 53 5.512.318360 98 1153.466 =1.7.850=21164.915.50.84571015.120 75 5054.808工 200 102 931.069工 55016814.5113.970 140 58 614.535360 100 1359.118 =1.18.635=24188.4171.0231217.89865.699工 220 110 7.533.070工 55017016.5122.605 140 60 816.733400 100 10
12、.558.928 =1.29.420=25196.318.51.218 110813.53287.431工 220 112 9.536.524工 56016613.5106.316 160 63 6.517.240400 102 12.565.204 =1.310.21=26204.1201.4291016.690 80 5065.939工 240 116 837.477工 56016814.5115.108 160 65 8.519.752400 104 14.571.488 =1.410.99=28219.821.51.6581219.78287.745工 240 118 1041.245
13、工 56017016.5123.900 180 68 720.174 =1.511.78=30235.5231.903 1251019.133 90 5066.717工 250 116 838.105工 63017613121.407 180 70 923.00 =1.612.56=32251.224.52.1651222.69688.779工 250 118 1042.030工 63017815131.298 200 73 722.637 =2.15.70=34266.9262.444 1401021.488 1006389.878工 270 122 8.542.825工 630180171
14、41.189 200 75 925.777 =2.519.63=36282.6282.741228.5221012.142工 270 124 10.547.084 220 77 724.999 =3.23.55=38298.3313.3831429.490 10080810.946工 280 122 8.543.492 220 79 928.453 =3.527.48=40314.0344.093 1601024.7291013.476工 280 124 10.547.888 240 78 726.860 =4.31.40=42329.7374.8711229.391 12580812.551
15、工 300 126 948.084 240 80 930.628 =4.535.33=45353.3405.7171433.9871015.474工 300 1281152.794 240 82 1134.396 =5.39.25=48376.8436.631638.5181218.330工 300 130 1357.504 250 78 727.410 =6.47.1=50392.5467.611 1801233.159 140901017.475工 320 130 9.552.717 250 80 931.335 =6.551.03=52408.26378.70.26211438.3831
16、220.724工 320 13211.557.741 250 82 1135.260 =7.54.95=55431.8110.40961645.542 1601001019.872工 320 134 13.562.765 270 82 7.530.838 =8.62.80=60471.0130.58981848.6341223.592工 360 136 1060.037 270 84 9.535.077 =9.70.65150.8027 2001648.6801427.247工 360 138 1265.689 270 86 39.316 =1078.5017.51.0481854.40116
17、30.835工 360 140 1471.341 280 82 7.531.427 =1186.3563719.50.13532060.056 2001251434.436工 400 142 1067.598 280 84 9.535.823 =1294.2021.51.638 2471.168 1639.045工 400 144 12.573.878 280 86 40.219 =13102.1241.982 40 25 1.484 1843.558工 400 146 14.580.158 300 85 7.534.463 =14109.9262.359理论计算方法1. 钢板理论重量计算方法
18、计算顺序计算方法结果修约基本重量kg/mm.m27.85(厚度1mm,面积1m2的重量单位重量kg/m2基本重量（kg/m2)*厚度（mm)修约至四位有效数字钢板面积m2宽度 (m)*长度 (m)修约至四位有效数字1 块板重量kg单位重量（kg/m2)*钢板面积(m2)修约至三位有效数字1 捆重量kg1 块板重量（kg)*同规格的1 捆钢板块数修约至kg的整数位S总重量kg数值修约方法按GB8170数值修约规则的规定2. 镀层重量计算方法纯锌镀层单面公称镀层重量40506090100110125135175225锌层计算重量 kg/m20.060.0750.0920.1220.1420.152
19、0.1520.190.2290.282相当锌层厚度 mm0.0080.010.0130.0170.020.0220.0240.0270.0320.04合金化镀层单面公称镀层重量3040506090锌层计算重量 kg/m20.0450.060.0750.0920.122相当锌层厚度 mm0.0060.0080.010.0130.017钢材理论重量计算公式:(Kg/M)扁钢 0.00785宽厚方钢 0.00785边长钢筋 0.00617直径22六 角 钢 0.0068对边距离八 角 钢 0.0065对边距离22钢管 3.1416壁厚（外经壁厚）0.00785钢管 0.02466壁厚（外经壁厚）等边
20、角钢 0.00785边厚（ 2 边宽边厚）不等边角钢 0.00785边厚（长边宽 +短边宽边厚）工 字 钢 0.00785腰厚【高 +f（腿宽腰厚）】槽钢 0.00785腰厚【高 +e（腿宽腰厚）】以下无正文仅供个人用于学习、研究；不得用于商业用途。 , , .For personal use only in study and research; not for commercial use.Nur f r den pers?nlichen f r Studien, Forschung, zu kommerziellen Zwecken verwendet werden.Pour l tude et la recherche uniquement des fins personnelles; pas des fins commerciales.