美标钢材理论重量整理(槽钢、角钢、H型钢-W型钢、T型钢)

美标槽钢规格美标槽钢型号美标型号 腰宽*腿高 腰厚 腿厚 单位重量 BSC1-1/2*9/1638*14.34.76 4.76 2.145BSC2*1*1/851*253.00 5.50 2.37 BSC2*1*3/1651*255.00 5.50 3.46 C3*3.576*353.40 6.00 5.20 C3*4.176*354.30 6.00 6.10 C3*576*376.60 7.00 7.40C3*676*409.00 7.00 8.90C4*4.5102*403.20 7.50 6.70 C4*5.4102*404.70 7.50 8.00 C4*.7.2102*438.20 7.50 10.80C5*6.7127*444.80 8.10 10.40 C5*9127*478.30 8.10 13.00C6*8.2152*485.10 8.70 12.22 C6*10.5152*518.00 8.70 15.64 C6*13152*5411.10 8.70 19.36C7*9.8178*535.30 9.30 14.60 C7*12.2178*558.00 9.30 18.20 C7*14.7178*5810.60 9.30 22.00C8*11.5203*575.60 9.90 17.10 C8*13.7203*597.70 9.90 20.50 C8*18.5203*6412.40 9.90 27.90C10*15.3254*656.10 11.10 22.80 C10*20254*699.60 11.10 30.00 C10*25254*7313.40 11.10 37.00C10*30254*7617.10 11.10 45.00C12*20.7305*747.20 12.70 30.80 C12*25305*779.80 12.70 37.00 C12*30305*8013.00 12.70 45.00 美国标准H型钢规格(1) 规格 单位重量 截面积 高度 翼缘 肋板厚 角半经 惯性矩 旋转半矩 截面模数 宽 厚 JX JY IX IY ZX ZY in kg/m cm2 mm mm mm mm in mm cm4 cm4 cm cm cm3 cm3 w4 4*4 19.35 24.71 105.7 103.1 8.76 7.11 0.25 6.4 470 161 43.7 2.54 89.5 31.1 w5 5*5 23.81 30.39 127.3 127.0 9.14 6.10 0.30 7.6 891 313 5.41 3.20 140 49.2 28.28 35.87 130.8 127.8 10.92 6.86 1,090 380 5.51 3.25 167 59.5 w6 6*4 13.39 17.29 149.9 100.1 4.32 0.25 5.466 683 91.6 6.27 2.30 91.1 18.2 17.86 22.90 153.2 101.6 7.11 5.84 900 124 6.32 2.33 120 24.6 23.81 30.58 159.5 102.4 10.29 6.60 1,340 184 6.60 2.46 167 36.1 w66*6 22.32 28.58 152.1 152.1 6.60 5.81 0.25 6.4 1,210 388 6.50 3.68 159 51.0 29.76 38.87 157.5 152.9 9.27 6.60 1,720 554 6.76 3.81 220 72.3 37.20 47.35 162.1 154.4 11.56 8.13 2,220 712 6.86 3.86 274 91.9 w88*4 14.88 19.10 200.4 100.1 5.21 4.32 0.30 7.6 1,280 87.0 8.18 2.14 128 17.4 19.35 24.77 202.9 101.6 6.48 5.84 1,650 114 8.15 2.14 162 22.5 22.32 28.65 206.0 102.0 8.00 6.22 2,000 142 8.36 2.23 193 27.9 w88*5 1/4 26.79 33.94 206.8 133.4 8.38 5.84 0.30 7.6 2,580 332 8.71 3.43 249 49.8 31.25 39.74 210.3 133.9 10.16 6.35 3,130 407 8.86 3.20 298 60.8 w8 8*61/2 35.72 45.68 201.4 165.0 10.16 6.22 0.40 10.2 3,450 762 8069 4.09 342 92.3 41.67 53.23 204.7 166.0 11.81 7.24 4,080 903 8.76 4.11 398 109 w88*8 46.13 58.90 203.2 203.1 11.05 7.24 0.40 10.2 4,580 1,540 8.81 5.13 451 152 52.09 66.45 206.2 203.7 12.57 7.87 5,290 1,770 8.92 5.16 511 174 59.53 75.48 209.6 205.0 14.22 9.14 6,080 2,040 8.97 5.18 582 200 71.43 90.97 215.9 206.0 17.40 10.16 7,660 2,530 9.17 5.28 710 246 86.31 110.3 222.2 208.8 20.57 12.95 9,490 3,130 9.27 5.33 852 300 99.71 127.1 228.6 210.3 23.75 14.48 11,300 3,690 9.45 53.8 990 351 w1010*4 17.86 22.84 250.7 100.6 5.33 4.83 0.30 7.6 2,240 90.7 9.91 1.99 179 18.0 18.022.32 28.45 253.7 101.6 6.86 5.84 2,870 120 10.0 2.06 226 23.8 25.323.80 32.19 256.8 101.9 8.38 6.10 3,410 148 10.3 2.15 265 29.2 28.229.28 36.26 260.1 102.1 10.03 6.35 4,010 179 10.5 2.22 308 35.1 w1010*53/4 32.74 41.87 258.3 146.0 9.14 6.10 0.30 7.6 4,910 475 10.8 3.38 380 65.1 38.69 49.10 262.4 146.6 11.18 6.60 5,990 587 11.0 3.45 457 80.1 44.64 57.03 265.9 147.6 12.95 7.62 7,080 695 11.1 3.48 531 94.2 w1010*8 49.11 62.64 247.1 202.2 11.05 7.37 0.50 12.7 7,080 1,520 10.6 4.93 574 151 58.04 74.19 252.0 202.8 13.46 8.00 8,700 1,870 10.8 5.03 690 185 66.97 85.81 256.5 203.7 15.75 8.89 10,300 2,220 11.0 5.11 805 218 w1010*10 72.92 92.9 253.5 254.0 14.22 8.64 0.50 12.7 11,300 3,890 11.0 6.45 895 306 80.36 101.9 256.3 254.8 15.62 9.40 12,600 4,290 11.1 6.50 983 338 89.29 113.5 259.6 256.0 17.27 10.67 14,200 4,830 11.2 6.53 1,090 377 101.2 129.0 264.2 257.3 19.56 11.94 16,400 5,580 11.3 6.58 1,240 433 114.6 145.8 269.2 258.8 22.10 13.46 18,900 6,410 11.4 6.60 1,410 493 131.0 167.1 275.3 260.7 25.15 15.37 22,200 7,450 11.5 6.68 1,610 570 美国标准H型钢规格(2) 规格 单位重量 截面积 高度 翼缘 肋板厚 角半经 惯性矩 旋转半矩 截面模数 宽 厚 JX JY IX IY ZX ZY in lbs/ft kg/m cm2 mm mm mm mm mm cm4 cm4 cm cm cm3 cm3 w1212*4 14 20.83 26.84 302.5 100.8 5.72 5.08 7.6 3.690 98.2 11.7 1.91 224 19.5 16 23.81 30.39 304.5 101.3 6.73 5.59 4.290 117 11.9 1.96 280 23.1 19 28.28 35.94 308.9 101.7 8.89 5.97 5.410 157 12.2 2.09 349 30.8 22 32.74 41.81 312.7 102.4 10.80 6.60 6.490 194 12.5 2.15 416 37.9 w1212*61/2 26 38.69 49.35 310.4 164.8 9.65 5.84 7.6 8.400 720 13.1 3.84 547 87.5 30 44.64 56.71 313.4 165.6 11.18 6.60 9.910 845 13.2 3.86 633 102 35 52.09 66.45 317.5 166.6 13.21 7.62 11.900 1.020 13.3 3.91 747 122 w1212*8 40 59.53 76.13 303.3 203.3 13.08 7.49 15.2 12.900 1.840 13.0 4.90 850 180 45 66.97 85.16 306.3 204.3 14.60 8.51 14.600 2.080 13.1 4.93 952 203 50 74.41 94.84 309.6 205.3 16.26 9.40 16.400 2.340 13.2 4.98 1.060 228 w1212*10 53 78.87 100.6 306.3 253.9 14.60 8.76 15.2 17.700 3.990 13.3 6.30 1.160 315 58 86.31 109.7 309.6 254.3 16.26 9.14 19.800 4.450 13.4 6.38 1.280 351 w1212*12 65 96.73 123.2 307.8 304.8 15.37 9.91 15.2 22.200 7.240 13.4 7.67 1.440 477 72 107.1 136.1 311.2 305.8 17.02 10.92 24.800 8.120 13.5 7.72 1.600 531 79 117.6 149.7 314.5 306.8 18.67 11.94 27.600 8.990 13.6 7.75 1.750 587 87 129.5 165.2 318.3 308.0 20.57 13.08 30.800 10.000 13.7 7.80 1.930 651 96 142.9 181.9 322.8 308.9 22.86 13.97 34.700 11.200 13.8 7.85 2.150 728 106 157.7 201.3 327.4 310.4 25.15 15.49 38.800 12.500 13.9 7.90 2.380 808 120 178.6 227.7 333.2 312.9 28.07 18.03 44.500 14.400 14.0 7.95 2.670 918 w1414*5 22 32.74 41.87 349.0 127.0 8.51 5.84 10.2 8.280 291 14.1 2.64 475 45.9 26 38.69 49.61 353.3 127.6 10.67 6.48 10.200 371 14.4 2.74 578 58.0 w1414*63/4 30 44.64 57.10 351.5 170.9 9.78 6.86 10.2 12.100 816 14.6 3.78 688 95.4 34 50.60 64.52 355.1 171.3 11.56 7.24 14.200 970 14.8 3.89 796 113 38 56.55 72.26 358.1 172.0 13.08 7.87 16.000 1.110 14.9 3.94 895 129 w1414*8 43 63.99 81.29 347.0 203.1 13.46 7.75 15.2 17.800 1.880 14.8 4.80 1.030 185 48 71.43 90.97 350.3 204.0 15.11 8.64 20.200 2.140 14.9 4.85 1.150 210 53 78.87 100.6 353.6 204.7 16.76 9.40 22.500 2.400 15.0 4.88 1.270 234 w1414*10 61 90.78 155.5 352.8 235.9 16.38 9.52 15.2 26.600 4.450 15.2 6.22 1.510 352 68 101.2 129.0 356.6 254.9 18.29 10.54 30.100 5.040 15.3 6.25 1.690 397 74 110.1 140.6 359.9 255.8 19.94 11.43 33.100 5.580 15.3 63.0 1.840 436 82 122.0 155.5 363.5 257.3 21.72 12.95 36.700 6.160 15.4 6.30 2.020 480 w1414*14 1/2 90 133.9 171.0 356.1 368.8 18.03 11.18 15.2 41.600 15.100 15.6 9.40 2.340 818 99 147.3 187.7 359.7 370.0 19.81 12.32 46.200 16.700 15.7 9.42 2.570 905 109 162.2 206.5 363.7 371.0 21.84 13.34 51.600 18.600 15.8 9.47 2.830 1.000 120 178.6 227.7 367.8 372.6 23.88 14.99 57.400 20.600 15.8 9.50 3.110 1.110 132 196.4 250.3 372.4 374.0 26.16 16.38 63.700 22.800 16.0 9.55 3.420 1.220 美国标准H型钢规格(3) 规格 单位重量 截面积 高度 翼缘 肋板厚 角半经 惯性矩 旋转半矩 截面模数 宽 厚 JX JY IX IY ZX ZY in lbs/ff kg/m cm2 mm mm mm mm mm cm4 cm4 cm cm cm3 cm3 w2121*121/4 132 196.4 250.3 554.5 316.0 26.29 16.51 12.7 124,000 13,900 23.2 7.44 4,830 877 w2424*7 55 81.85 104.5 598.7 177.9 12.83 10.03 12.7 56,200 1,210 23.1 3.40 1,870 136 62 92.27 117.4 603.0 178.8 14.99 10.92 64,500 1,440 23.4 3.51 2,150 161 w2424*9 68 101.2 129.7 602.7 227.7 14.86 10.54 12.7 76,200 2,930 24.3 4.75 2,520 257 76 113.1 144.5 607.6 228.3 17.27 11.18 87,400 2,430 24.6 4.88 2,880 302 84 125.0 159.4 612.1 229.1 19.56 11.94 98,600 3,930 24.9 4.95 3,210 342 94 139.9 178.7 617.5 230.3 22.22 13.08 112,000 4,540 25.1 5.03 3,640 393 w2424*123/4 104 154.8 197.4 611.1 323.8 19.05 12.70 12.7 129,000 10,800 25.7 7.39 4,230 667 117 174.1 221.9 616.2 325.1 21.59 13.97 147,000 12,400 25.7 7.47 4,770 762 131 194.9 248.4 621.8 326.5 24.38 153.7 167,000 14,200 25.9 7.54 5,390 869 146 217.3 277.4 628.4 327.7 27.69 16.51 191,000 16,300 26.2 7.65 6,080 991 w2727*10 84 125.0 160.0 678.4 253.0 16.26 11.68 15.2 119,000 4,410 27.2 5.26 3,490 347 94 139.9 178.7 683.8 253.7 18.92 12.45 136,000 5,160 27.7 5.38 3,980 406 102 151.8 193.5 688.1 254.4 21.08 13.08 151,000 5,790 27.9 5.46 4,380 456 114 169.7 216.1 693.2 255.8 23.62 14.48 170,000 6,620 27.9 5.54 4,900 516 HP88*8 36 53.57 68.39 203.7 207.1 11.30 11.30 10.2 4,950 1,680 8.35 4.95 488 162 HP1010*10 42 62.50 80.00 246.4 255.9 10.54 10.67 12.7 8,740 2,980 10.5 6.12 711 233 57 84.83 108.4 253.7 259.7 14.35 14.35 12,200 4,200 10.6 6.22 964 323 HP1212*12 53 78.87 100.0 299.2 305.9 11.05 11.05 15.2 16,4000 5,290 12.8 7.26 1,090 346 63 93.75 118.7 303.3 308.0 13.08 13.08 19,600 6,370 12.9 7.32 1,300 415 74 110.1 140.6 308.1 310.3 15.37 15.48 23,700 7,740 13.0 7.42 1,540 498 84 125.0 158.7 311.9 312.3 17.40 17.40 27,100 8,870 13.1 7.47 1,730 567 HP14 14*14 1/2 73 108.6 138.1 345.7 370.5 12.83 12.83 15.2 30,300 10,900 14.8 8.86 1,750 587 89 132.4 168.4 351.3 373.3 15.62 15.62 37,600 13,600 14.9 8.97 2,150 726 102 151.8 193.5 355.9 375.5 17.91 17.91 43,700 15,800 15.0 9.04 2,460 842 117 174.1 221.9 360.9 378.1 20.45 20.45 50,800 18,400 15.1 2,820 975 美国标准H型钢规格(4) 规格 单位重量 截面积 高度 翼缘 肋板厚 角半经 惯性矩 旋转半矩 截面模数 宽 厚 JX JY IX IY ZX ZY in lbs/ft kg/m cm2 mm mm mm mm mm cm4 cm4 cm cm cm3 cm3 w1616*51/2 26 38.69 49.55 398.5 139.7 8.76 6.35 10.2 12,500 399 15.9 2.84 629 57.2 31 46.13 58.84 403.4 140.3 11.18 6.98 15,600 516 16.3 2.97 773 73.6 w1616*7 36 53.57 68.39 402.8 177.4 10.92 7.49 10.2 18,600 1.020 16.5 3.86 926 115 40 59.53 76.13 406.7 177.7 12.83 7.75 21,600 1.200 16.8 3.99 1,060 135 45 66.97 85.81 409.7 178.7 14.35 8.76 24.400 1.370 16.9 3.99 1,190 153 50 74.41 94.84 413.0 179.6 16.00 9.65 27.400 1.550 17.0 4.04 1,330 172 57 84.83 108.4 417.3 180.8 18.16 10.92 31,600 1.790 17.1 4.06 1,510 198 w1616*101/4 67 99.71 127.1 414.8 260.0 16.89 10.03 10.2 39,700 4.950 17.7 6.25 1,920 380 77 114.6 145.8 419.6 261.5 19.30 11.56 46,200 5.740 17.8 6.27 2,200 441 89 132.4 169.0 425.4 263.3 22.22 13.33 54,100 6.780 17.9 6.32 2,540 515 100 148.8 189.7 431.0 264.8 25.02 14.86 6,2000 7.740 18.0 6.40 2,870 585 w1818*6 35 52.09 66.45 449.6 152.4 10.80 7.62 10.2 21,200 637 17.9 3.10 944 84 40 59.53 76.13 454.7 152.8 13.34 8.00 25,500 795 18.3 3.23 1,120 104 46 68.46 87.10 458.7 153.9 15.37 9.14 29,600 937 18.4 3.28 1,290 122 w1818*71/2 50 74.41 94.84 456.9 190.4 14.48 9.02 10.2 33,300 1.670 18.7 4.19 1,460 175 55 81.85 104.5 460.0 191.3 16.00 9.91 37,000 1.870 18.8 4.24 1,610 195 60 89.29 113.5 463.3 191.9 17.65 10.54 41,000 2.090 19.0 4.29 1,770 218 65 96.73 123.2 466.1 192.8 19.05 11.43 44,500 2.280 19.0 4.29 1,920 236 71 105.7 134.2 469.1 193.9 20.57 12.57 48,700 2.510 19.0 4.32 2,080 259 w1818*11 76 113.1 143.9 462.5 280.3 17.27 10.80 10.2 55,400 6.330 19.6 6.63 2,390 452 86 128.0 163.2 467.1 281.7 19.56 12.19 63,700 7.280 19.7 6.68 2,720 518 97 144.4 183.9 472.2 283.1 22.10 13.59 72,800 8.370 19.9 6.73 3,080 592 106 157.7 200.6 475.7 284.5 23.88 14.99 79,500 9.160 19.9 6.76 3,340 646 119 177.1 226.5 481.8 286.1 26.93 16.64 91,200 10.500 20.1 6.83 3,790 736 w2121*61/2 44 65.48 83.87 524.8 165.1 11.43 8.89 12.7 35,100 862 20.5 3.20 1,340 104 50 74.41 94.84 529.1 165.9 13.59 9.65 41,000 1.040 20.8 3.30 1,550 125 57 84.83 107.7 534.9 166.5 16.51 10.29 48,700 1.270 21.2 3.43 1,820 153 w2121*8 1/4 62 92.27 118.1 533.1 209.3 15.62 10.16 12.7 55,400 2.390 21.7 4.50 2,080 228 68 101.2 129.0 536.7 210.1 17.40 10.92 61,600 2.690 21.8 4.57 2,290 257 73 108.6 138.7 539.5 210.7 18.80 11.56 66,600 2.940 21.9 46.0 2,470 279 83 123.5 156.8 544.3 212.2 21.21 13.08 76,200 3.390 22.0 46.5 2,800 320 93 138.4 176.1 549.1 213.9 23.62 14.73 86,200 3.870 22.1 4.67 3,150 362 w2121*121/4 101 150.3 192.3 542.5 312.2 20.32 12.70 12.7 101,000 10.300 22.9 7.34 3,720 660 111 165.2 211.0 546.4 313.4 22.22 13.97 111,000 11.400 23.0 7.37 4,080 729 122 181.6 231.6 550.7 314.7 24.38 15.24 123,000 12.700 23.1 7.42 4,470 803 角钢理论重量表及角钢理论重量计算等边角钢理论重量计算钢材理论重量计算的计量单位为公斤（ kg ）。其基本公式为：W （重量， kg ） = F （断面积 mm2 ） L （长度， m ）（密度， g/cm3 ） 1/1000钢的密度为： 7.85g/cm3 ，各种钢材理论重量计算公式如下： 名称（单位） 计算公式 符号意义 计算举例 等边角钢（kg/m） W= 0.00785 d （2b ?C d ）+0.215 （R2 ?C 2r 2 ）b= 边宽d= 边厚R= 内弧半径r= 端弧半径 求 20 mm 4mm 等边角钢的每m 重量。从冶金产品目录中查出 4mm 20 mm 等边角钢的R 为3.5 ，r 为1.2 ，则每m 重量= 0.00785 4 （2 20 ?C 4 ）+0.215 （3.52 ?C 2 1.2 2 ）= 1.15kg型号 尺寸 (mm) 长度 (m) 理论重量 (kg/m) 边宽 边厚 2 20 34 3-9 0.8891.145 2.5 25 34 3-9 1.1241.459 3 3030 34 3-9 1.3731.786 3.6 36 345 3-9 1.6562.1632.654 4 40 345 3-9 1.8522.4222.976 4.5 45 3456 4-12 2.0882.7363.3693.985 5 50 3456 4-12 2.3323.0593.7704.465 5.6 56 3458 4-12 2.6243.4464.2516.568 6.3 63 456810 4-12 3.9074.8225.7217.4699.151 7 70 45678 4-12 4.3725.3976.4067.3988.373 7.5 75 567810 4-12 5.8186.9057.9769.03011.089 8 80 567810 4-12 6.2117.3768.5259.65811.874 9 90 6781012 4-19 8.3509.65610.94613.47615.940 10 100 67810121416 9.36610.83012.27615.12017.89820.61123.257 11 110 78101214 4-19 11.92813.53216.69019.78222.809 12.5 125 101214 4-19 19.13322.69626.193 14 140 10121416 4-19 21.48825.52229.49033.393 16 160 10121416 6-19 24.72929.39133.98738.518 18 180 12141618 6-19 33.15938.38343.54248.634 20 200 1416182024 6-19 42.89448.68054.40160.05671.168 热轧等边角钢尺寸及重量计算公式：W(kg/m)=0.00785*边厚*（2边宽-边厚）不等边角钢理论重量计算钢材理论重量计算的计量单位为公斤（ kg ）。其基本公式为：W （重量， kg ） = F （断面积 mm2 ） L （长度， m ）（密度， g/cm3 ） 1/1000钢的密度为： 7.85g/cm3 ，各种钢材理论重量计算公式如下： 名称（单位） 计算公式 符号意义 计算举例 不等边角钢（kg/m） W= 0.00785 d （B+b ?C d ）+0.215 （R2 ?C 2 r 2 ）B= 长边宽b= 短边宽d= 边厚R= 内弧半径r= 端弧半径 求 30 mm 20mm 4mm 不等边角钢的每m 重量。从冶金产品目录中查出30 20 4 不等边角钢的R 为3.5 ，r 为1.2 ，则每m 重量= 0.00785 4 （30+20 ?C 4 ）+0.215 （3.52 ?C 2 1.2 2 ）= 1.46kg型号尺寸（mm）理论重量（kg/m）长边宽短边宽边厚2.5/1625 2516 163 40.912 1.1763.2/2322031.171322041.5224/2.5402531.484402541.9364.5/2.8452831.687452842.2035/3.2503231.908503242.4945.6/3.6563632.153563642.818563653.4666.3/4634043.185634053.920634064.638634075.3397/4.5704543.570704554.403704565.218704576.0117.5/5755054.808755065.699755087.4317550109.0988/5805055.005805065.935805076.848805087.7459/5.6905655.661905666.717905677.756905688.77910/6.31006367.5501006378.7221006389.878100631012.14210/81008068.3501008079.65610080810.946100801013.47611/71107068.3501107079.65611070810.946110701013.47612.5/812580711.06612580812.511125801015.474125801218.33014/914090814.160140901017.475140901220.724140901423.90816/101601001019.8721601001223.5921601001427.2471601001630.83518/111801101022.2731801101226.4641801101430.5891801101634.64920/12.52001251229.7612001251434.4362001251639.0452001251843.588