美标工字钢截面库

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美标H型钢对照表

美标H型钢对照表

美标H型钢对照表美国标准H型钢规格(1)单位翼缘惯性矩旋转半矩截面模数规格截面积高度肋板厚角半经宽厚 JX JY IX IY ZX ZY 重量in kg/m cm2 mm mm mm mm in mm cm4 cm4 cm cm cm3 cm3 w4 4*4 19.3524.71 105.7 103.1 8.76 7.11 0.25 6.4 470 161 43.7 2.54 89.5 31.123.81 30.39 127.3 127.0 9.14 6.10 891 313 5.41 3.20 140 49.2 w5 5*5 0.30 7.6 28.28 35.87 130.8 127.8 10.92 6.86 1,090 380 5.51 3.25 167 59.513.39 17.29 149.9 100.1 4.32 683 91.6 6.27 2.30 91.1 18.2 w6 6*417.86 22.90 153.2 101.6 7.11 5.84 0.25 5.466 900 124 6.32 2.33 120 24.623.81 30.58 159.5 102.4 10.29 6.60 1,340 184 6.60 2.46 167 36.122.32 28.58 152.1 152.1 6.60 5.81 1,210 388 6.50 3.68 159 51.0 w629.76 38.87 157.5 152.9 9.27 6.60 0.25 6.4 1,720 554 6.76 3.81 220 72.36*6 37.20 47.35 162.1 154.4 11.56 8.13 2,220 712 6.86 3.86 274 91.914.88 19.10 200.4 100.1 5.21 4.32 1,280 87.0 8.18 2.14 128 17.4 w8 19.35 24.77 202.9 101.6 6.48 5.84 0.30 7.6 1,650 114 8.15 2.14 162 22.58*4 22.32 28.65 206.0 102.0 8.00 6.22 2,000 142 8.36 2.23 193 27.926.79 33.94 206.8 133.4 8.38 5.84 2,580 332 8.71 3.43 249 49.8 w80.30 7.6 8*5 1/4 31.25 39.74 210.3 133.9 10.16 6.35 3,130 407 8.86 3.20 298 60.835.72 45.68 201.4 165.0 10.16 6.22 3,450 762 8069 4.09 342 92.3 w80.40 10.2 8*61/2 41.67 53.23 204.7 166.0 11.81 7.24 4,080 903 8.76 4.11 398 10946.13 58.90 203.2 203.1 11.05 7.24 4,580 1,540 8.81 5.13 451 15252.09 66.45 206.2 203.7 12.57 7.87 5,290 1,770 8.92 5.16 511 17459.53 75.48 209.6 205.0 14.22 9.14 6,080 2,040 8.97 5.18 582 200 w8 0.40 10.2 8*8 71.43 90.97 215.9 206.0 17.40 10.16 7,660 2,530 9.17 5.28 710 24686.31 110.3 222.2 208.8 20.57 12.95 9,490 3,130 9.27 5.33 852 30099.71 127.1 228.6 210.3 23.75 14.48 11,300 3,690 9.45 53.8 990 35117.86 22.84 250.7 100.6 5.33 4.83 2,240 90.7 9.91 1.99 179 18.018.022.32 28.45 253.7 101.6 6.86 5.84 2,870 120 10.0 2.06 226 23.8w10 0.30 7.6 10*4 25.323.80 32.19 256.8 101.9 8.38 6.10 3,410 148 10.3 2.15 265 29.228.229.28 36.26 260.1 102.1 10.03 6.35 4,010 179 10.5 2.22 308 35.132.74 41.87 258.3 146.0 9.14 6.10 4,910 475 10.8 3.38 380 65.1 w10 38.69 49.10 262.4 146.6 11.18 6.60 0.30 7.6 5,990 587 11.0 3.45 457 80.1 10*53/4 44.64 57.03 265.9 147.6 12.95 7.62 7,080 695 11.1 3.48 531 94.249.11 62.64 247.1 202.2 11.05 7.37 7,080 1,520 10.6 4.93 574 151 w10 58.04 74.19 252.0 202.8 13.46 8.00 0.50 12.7 8,700 1,870 10.8 5.03 690 185 10*8 66.97 85.81 256.5 203.7 15.75 8.89 10,300 2,220 11.0 5.11 805 218 w10 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 306one-time high through quality prison Center station of supervision check; the Taiwan unit achieved factory electricity by electric, and boiler hydraulic, and turbine buckle cover, and rushed tube, and rushed turned, and grid, and 168H, project once10*10 80.36 101.9 256.3 254.8 15.62 9.40 12,600 4,290 11.1 6.50 983 33889.29 113.5 259.6 256.0 17.27 10.67 14,200 4,830 11.2 6.53 1,090 377101.2 129.0 264.2 257.3 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)翼缘惯性矩旋转半矩截面模数规格单位重量截面积高度肋板厚角半经宽厚 JX JY IX IY ZX ZY in lbs/ft kg/m cm2 mm mm mm mm mm cm4 cm4 cm cm cm3 cm314 20.83 26.84 302.5 100.8 5.72 5.08 3.690 98.2 11.7 1.91 224 19.516 23.81 30.39 304.5 101.3 6.73 5.59 4.290 117 11.9 1.96 280 23.1w1212*4 19 28.28 35.94 308.9 101.7 8.89 5.97 5.410 157 12.2 2.09 349 30.8 7.622 32.74 41.81 312.7 102.4 10.80 6.60 6.490 194 12.5 2.15 416 37.926 38.69 49.35 310.4 164.8 9.65 5.84 720 13.1 3.84 547 87.5 8.400w12 30 44.64 56.71 313.4 165.6 11.18 6.60 9.910 845 13.2 3.86 633 10212*61/2 7.6 35 52.09 66.45 317.5 166.6 13.21 7.62 11.900 1.020 13.3 3.91 747 12240 59.53 76.13 303.3 203.3 13.08 7.49 1.840 13.0 4.90 850 180 12.900 w12 45 66.97 85.16 306.3 204.3 14.60 8.51 14.600 2.080 13.1 4.93 952 203 12*8 15.2 50 74.41 94.84 309.6 205.3 16.26 9.40 16.400 2.340 13.2 4.98 1.060 22853 78.87 100.6 306.3 253.9 14.60 8.76 17.700 3.990 13.3 6.30 1.160 315w12 12*10 58 86.31 109.7 309.6 254.3 16.26 9.14 19.800 4.450 13.4 6.38 1.280 35115.265 96.73 123.2 307.8 304.8 15.37 9.91 7.240 13.4 7.67 1.440 47722.20072 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 w12 87 129.5 165.2 318.3 308.0 20.57 13.08 30.800 10.000 13.7 7.80 1.930 651 12*1296 142.9 181.9 322.8 308.9 22.86 13.97 34.700 11.200 13.8 7.85 2.150 72815.2 106 157.7 201.3 327.4 310.4 25.15 15.49 38.800 12.500 13.9 7.90 2.380 808120 178.6 227.7 333.2 312.9 28.07 18.03 44.500 14.400 14.0 7.952.670 91822 32.74 41.87 349.0 127.0 8.51 5.84 8.280 291 14.1 2.64 475 45.9w14 14*5 26 38.69 49.61 353.3 127.6 10.67 6.48 10.200 371 14.4 2.74 578 58.010.2w14 30 44.64 57.10 351.5 170.9 9.78 6.86 12.100 816 14.6 3.78 688 95.4one-time high through quality prison Center station of supervision check; the Taiwan unit achieved factory electricity by electric, and boiler hydraulic, and turbine buckle cover, and rushed tube, and rushed turned, and grid, and 168H, project once14*63/4 34 50.60 64.52 355.1 171.3 11.56 7.24 14.200 970 14.8 3.89 796 11338 56.55 72.26 358.1 172.0 13.08 7.87 16.000 1.110 14.9 3.94 895 129 10.243 63.99 81.29 347.0 203.1 13.46 7.75 1.880 14.8 4.80 1.030 18517.80048 71.43 90.97 350.3 204.0 15.11 8.64 20.200 2.140 14.9 4.85 1.150 210 w14 14*853 78.87 100.6 353.6 204.7 16.76 9.40 22.500 2.400 15.0 4.88 1.270 23415.261 90.78 155.5 352.8 235.9 16.38 9.52 4.450 15.2 6.22 1.510 35226.60068 101.2 129.0 356.6 254.9 18.29 10.54 30.100 5.040 15.3 6.25 1.690 397 w14 74 110.1 140.6 359.9 255.8 19.94 11.43 33.100 5.580 15.3 63.0 1.840 436 14*1082 122.0 155.5 363.5 257.3 21.72 12.95 36.700 6.160 15.4 6.30 2.020 480 15.290 133.9 171.0 356.1 368.8 18.03 11.18 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 w14109 162.2 206.5 363.7 371.0 21.84 13.34 51.600 18.600 15.8 9.472.830 1.000 14*141/2 120 178.6 227.7 367.8 372.6 23.88 14.99 57.400 20.600 15.8 9.50 3.110 1.11015.2 132 196.4 250.3 372.4 374.0 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)翼缘惯性矩旋转半矩截面模数规格单位重量截面积高度肋板厚角半经宽厚 JX JY IX IY ZX ZYin lbs/ff kg/m cm2 mm mm mm mm mm cm4 cm4 cm cm cm3 cm3w21 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 21*121/455 81.85 104.5 598.7 177.9 12.83 10.03 1,210 23.1 3.40 1,870 13656,200 w24 12.7 24*7 62 92.27 117.4 603.0 178.8 14.99 10.92 64,500 1,44023.4 3.51 2,150 161 68 101.2 129.7 602.7 227.7 14.86 10.54 76,200 2,93024.3 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 w24 12.7 24*9 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 3,640 393 104 154.8 197.4 611.1 323.8 19.0512.70 129,000 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 w24 12.7 24*123/4 131194.9 248.4 621.8 326.5 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 84 125.0 160.0 678.4 253.0 16.26 11.68 4,410 27.2 5.26 3,490 347 119,00094 139.9 178.7 683.8 253.7 18.92 12.45 136,000 5,160 27.7 5.38 3,980 406 w27 15.2 27*10 102 151.8 193.5 688.1 254.4 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 14.48 170,0006,620 27.9 5.54 4,900 516HP8 36 53.57 68.39 203.7 207.1 11.30 11.30 10.2 4,950 1,680 8.354.95 488 162one-time high through quality prison Center station of supervision check; the Taiwan unit achieved factory electricity by electric, and boiler hydraulic, and turbine buckle cover, and rushed tube, and rushed turned, and grid, and 168H, project once8*842 62.50 80.00 246.4 255.9 10.54 10.67 2,980 10.5 6.12 711 233 8,740 HP10 12.7 10*10 57 84.83 108.4 253.7 259.7 14.35 14.35 12,200 4,200 10.6 6.22 964 32353 78.87 100.0 299.2 305.9 11.05 11.05 5,290 12.8 7.26 1,090 34616,400063 93.75 118.7 303.3 308.0 13.08 13.08 19,600 6,370 12.9 7.32 1,300 415 HP12 15.2 12*12 74 110.1 140.6 308.1 310.3 15.37 15.48 23,700 7,740 13.0 7.42 1,540 49884 125.0 158.7 311.9 312.3 17.40 17.40 27,100 8,870 13.1 7.47 1,730 56773 108.6 138.1 345.7 370.5 12.83 12.83 10,900 14.8 8.86 1,750 587 30,300 HP14 89 132.4 168.4 351.3 373.3 15.62 15.62 37,600 13,600 14.9 8.97 2,150 726 14*14 15.2 102 151.8 193.5 355.9 375.5 17.91 17.91 43,700 15,800 15.0 9.04 2,460 842 1/2 117 174.1 221.9 360.9 378.1 20.45 20.45 50,800 18,400 15.1 2,820 975美国标准H型钢规格(4)翼缘惯性矩旋转半矩截面模数角半规格单位重量截面积高度肋板厚经宽厚 JX JY IX IY ZX ZY in lbs/ft kg/m cm2 mm mm mm mm mm cm4 cm4 cm cm cm3 cm326 38.69 49.55 398.5 139.7 8.76 6.35 399 15.9 2.84 629 57.2 12,500w16 10.2 16*51/2 31 46.13 58.84 403.4 140.3 11.18 6.98 15,600 516 16.3 2.97 773 73.636 53.57 68.39 402.8 177.4 10.92 7.49 1.020 16.5 3.86 926 115 18,60040 59.53 76.13 406.7 177.7 12.83 7.75 21,600 1.200 16.8 3.99 1,060 135 w16 45 66.97 85.81 409.7 178.7 14.35 8.76 10.2 24.400 1.370 16.93.99 1,190 153 16*750 74.41 94.84 413.0 179.6 16.00 9.65 27.400 1.550 17.0 4.04 1,330 17257 84.83 108.4 417.3 180.8 18.16 10.92 31,600 1.790 17.1 4.06 1,510 19867 99.71 127.1 414.8 260.0 16.89 10.03 4.950 17.7 6.25 1,920 38039,70077 114.6 145.8 419.6 261.5 19.30 11.56 46,200 5.740 17.8 6.27 2,200 441 w16 10.2 16*101/4 89 132.4 169.0 425.4 263.3 22.22 13.33 54,1006.780 17.9 6.32 2,540 515100 148.8 189.7 431.0 264.8 25.02 14.86 6,2000 7.740 18.0 6.40 2,870 58535 52.09 66.45 449.6 152.4 10.80 7.62 637 17.9 3.10 944 84 21,200w18 40 59.53 76.13 454.7 152.8 13.34 8.00 10.2 25,500 795 18.3 3.23 1,120 104 18*646 68.46 87.10 458.7 153.9 15.37 9.14 29,600 937 18.4 3.28 1,290 12250 74.41 94.84 456.9 190.4 14.48 9.02 1.670 18.7 4.19 1,460 17533,30055 81.85 104.5 460.0 191.3 16.00 9.91 37,000 1.870 18.8 4.24 1,610 195 w18 60 89.29 113.5 463.3 191.9 17.65 10.54 10.2 41,000 2.090 19.0 4.29 1,770 218 18*71/265 96.73 123.2 466.1 192.8 19.05 11.43 44,500 2.280 19.0 4.29 1,920 23671 105.7 134.2 469.1 193.9 20.57 12.57 48,700 2.510 19.0 4.32 2,080 259 w18 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 452one-time high through quality prison Center station of supervision check; the Taiwan unit achieved factory electricity by electric, and boiler hydraulic, and turbine buckle cover, and rushed tube, and rushed turned, and grid, and 168H, project once18*11 86 128.0 163.2 467.1 281.7 19.56 12.19 63,700 7.280 19.7 6.68 2,720 51897 144.4 183.9 472.2 283.1 22.10 13.59 72,800 8.370 19.9 6.73 3,080 592106 157.7 200.6 475.7 284.5 23.88 14.99 79,500 9.160 19.9 6.76 3,340 646119 177.1 226.5 481.8 286.1 26.93 16.64 91,200 10.500 20.1 6.833,790 73644 65.48 83.87 524.8 165.1 11.43 8.89 862 20.5 3.20 1,340 104 35,100w21 50 74.41 94.84 529.1 165.9 13.59 9.65 12.7 41,000 1.040 20.83.30 1,550 125 21*61/257 84.83 107.7 534.9 166.5 16.51 10.29 48,700 1.270 21.2 3.43 1,820 15362 92.27 118.1 533.1 209.3 15.62 10.16 2.390 21.7 4.50 2,080 22855,40068 101.2 129.0 536.7 210.1 17.40 10.92 61,600 2.690 21.8 4.57 2,290 257 w21 73 108.6 138.7 539.5 210.7 18.80 11.56 12.7 66,600 2.940 21.9 46.0 2,470 279 21*8 1/483 123.5 156.8 544.3 212.2 21.21 13.08 76,200 3.390 22.0 46.5 2,800 32093 138.4 176.1 549.1 213.9 23.62 14.73 86,200 3.870 22.1 4.67 3,150 362101 150.3 192.3 542.5 312.2 20.32 12.70 10.300 22.9 7.34 3,720 660 101,000w21 111 165.2 211.0 546.4 313.4 22.22 13.97 12.7 111,000 11.400 23.0 7.37 4,080 729 21*121/4122 181.6 231.6 550.7 314.7 24.38 15.24 123,000 12.700 23.1 7.424,470 803one-time high through quality prison Center station of supervision check; the Taiwan unit achieved factory electricity by electric, and boiler hydraulic, and turbine buckle cover, and rushed tube, and rushed turned, and grid, and 168H, project once。

美标型钢截面库 aisc-shapes-database-v15.0

美标型钢截面库 aisc-shapes-database-v15.0

I.Databasev15.0A. TableInstructionsAType E (CI)W F (CJ)A H (CL)d det I (CM)Ht J (CN)h K (CO)OD L (CP)b f M (CQ)b fdet N (CR)B P (CT)ID Q (CU)t w R (CV)t wdet S (CW)t wdet /2T (CX)t fThe information presented in this spreadsheet has been prepared following recognized principles of design and construction.While it is believed to be accurate,this information should not be used or relied upon for any specific application without competent professional examination and verification of its accuracy,suitability and applicability by a licensed engineer or architect.The publication of this information is not a representation or warranty on the part of the American Institute of Steel Construction,its officers,agents,employees or committee members,or of any other person named herein,that this information is suitable for any general or particular use,or of freedom from infringement of any patent or patents.All representations or warranties,express or implied,other than as stated above,are specifically disclaimed.Anyone making use of the information presented in this publication assumes all liability arising from such use.Caution must be exercised when relying upon standards and guidelines developed by other bodies and incorporated by reference herein since such material may be modified or amended from time to time subsequent to the printing of this edition.The American Institute of Steel Construction bears no responsibility for such material other than to refer to it and incorporate it by reference at the time of the initial publication of this edition.Detailing value of t w /2, in. (mm)Flange thickness, in. (mm)Variable Detailing value of member depth, in. (mm)Overall depth of square or rectangular HSS, in. (mm)Column inDatabase aShape type: W, M, S, HP, C, MC, L, WT, MT, ST, 2L, HSS, PIPE G (CK)d Width of the flat wall of square or rectangular HSS, or width of the longer leg for angles, or width of the back-to-back legs oflong legs back-to-back double angles, or width of the outstanding legs of short legs back-to-back double angles, in. (mm)O (CS)b Depth of the flat wall of square or rectangular HSS, in. (mm)Outside diameter of round HSS or pipe, in. (mm)Overall width of square or rectangular HSS, in. (mm)Web thickness, in. (mm)The shape designation as seen in the AISC Steel Construction Manual , 15th Edition. The exception to this is the designation for double angles. There is a separate listing (row) for each back-to-back spacing and configuration. Therefore,the shape designation reflects these two variables. The listings for double angles follow the convention specified in the AISC Naming Convention for Structural Steel Products for Use in Electronic Data Interchange (EDI), June 25, 2001.C (CH)AISC_Manual_Label Boolean variable. A true, T, value indicates that there is a special note for that shape (see below). A false, F, value indicatesthat there are no special notes for that shape.Special notes:W-shapes: a value of T for: t f > 2 in.M-shapes: a value of T indicates that the shape has sloped flanges.WT-shapes: a value of T for: t f > 2 inMT-shapes: a value of T indicates that the shape has sloped flanges.T_F D Nominal weight, lb/ft (kg/m)Inside diameter of round HSS or pipe, in. (mm)Detailing value of web thickness, in. (mm)The shape designation according to the AISC Naming Convention for Structural Steel Products for Use in Electronic Data Interchange (EDI), June 25, 2001. This information is intended solely for the use of software developers to facilitate the electronic labeling of shape-specific data and electronic transfer of that data.Cross-sectional area, in.2 (mm 2)Overall depth of member, or width of shorter leg for angles, or width of the outstanding legs of long legs back-to-back doubleangles, or the width of the back-to-back legs of short legs back-to-back double angles, in. (mm)Flange width, in. (mm)Detailing value of flange width, in. (mm)EDI_ STD_Nomenclature B (CG)AISC Shapes Database v15.0AISC Shapes Database v15.0is an update to Shapes Database v14.1.This version is consistent with shape properties and dimensions tabulated in the AISC Steel Construction Manual,15th Edition,1st Printing.The database contains some additional section properties that are not included in the Manual .DISCLAIMERReadme FileNovember 2017Dimensions and properties for each shape are listed sequentially in a single row. The data in each column is as follows:Description aBU (EY)SzB BV (EZ)S zC BW (FA)r ts BX (FB)h o BZ (FD)P A2CA (FE)P B CB (FF)P C CC (FG)P DCD (FH)TCE (FI)WG i CF(FJ)WG o B. NewShapes inv15.0WHPThe workable gage for the inner fastener holes in the flange that provides for entering and tightening clearances and edge distance and spacing requirements. The actual size, combination, and orientation of fastener components should be compared with the geometry of the cross section to ensure compatibility. See AISC Manual Part 1 for additional information,in. (mm)a Values in parentheses "()" is for metric data.Fig. 1. Location of warping staticalmoment for W-, M-, S- and HP-shapes.Fig. 2. Location of warping statical moment for C- and MC-shapes.Fig. 3. Location of Point A, B and C for single angles.Shape perimeter minus one flange surface (or short leg surface for a single angle), as used in Design Guide 19, in. (mm)BY (FC)P A Single angle shape perimeter minus long leg surface, as used in AISC Design Guide 19, in. (mm)Shape perimeter, as used in AISC Design Guide 19, in. (mm)Box perimeter minus one flange surface, as used in Design Guide 19, in. (mm)Box perimeter, as used in AISC Design Guide 19, in. (mm)Elastic section modulus about the z -axis at point C on cross section, as shown in Figure 3, in.3 (mm 3 /103)Effective radius of gyration, in. (mm)Distance between the flange centroids, in. (mm)Distance between web toes of fillets at top and bottom of web, in. (mm)ShapeTypeSection Size Elastic section modulus about the z -axis at point B on cross section, as shown in Figure 3, in.3 (mm 3 /103)PipePipe26STD, Pipe24STD, Pipe20STD, Pipe18STD, Pipe16STD, Pipe14STD, Pipe26XS, Pipe24XS, Pipe20XS, Pipe18XS, Pipe16XS,Pipe14XS, Pips12XXS, Pipe10XXS HSS24X12X3/4, HSS24X12X5/8, HSS24X12X1/2, HSS22X22X7/8, HSS22X22X3/4, HSS20X20X7/8, HSS20X20X3/4, HSS20X20X5/8,HSS20X20X1/2, HSS20X12X3/4, HSS18X18X7/8, HSS18X18X3/4, HSS18X18X5/8, HSS18X18X1/2, HSS16X16X7/8, HSS16X16X3/4,HSS16X12X3/4, HSS14X14X7/8, HSS14X14X3/4, HSS12X12X3/4, HSS10X10X3/42L12X12X1-3/8, 2L12X12X1-3/8X3/4, 2L12X12X1-3/8X1-1/2, 2L12X12X1-1/4, 2L12X12X1-1/4X3/4, 2L12X12X1-1/4X1-1/2, 2L12X12X1-1/8,2L12X12X1-1/8X3/4, 2L12X12X1-1/8X1-1/2, 2L12X12X1, 2L12X12X1X3/4, 2L12X12X1X1-1/2, 2L10X10X1-3/8, 2L10X10X1-3/8X3/4,2L10X10X1-3/8X1-1/2, 2L10X10X1-1/4, 2L10X10X1-1/4X3/4, 2L10X10X1-1/4X1-1/2, 2L10X10X1-1/8, 2L10X10X1-1/8X3/4, 2L10X10X1-1/8X1-1/2, 2L10X10X1, 2L10X10X1X3/4, 2L10X10X1X1-1/2, 2L10X10X7/8, 2L10X10X7/8X3/4, 2L10X10X7/8X1-1/2, 2L10X10X3/4,2L10X10X3/4X3/4, 2L10X10X3/4X1-1/22L W40X655, W36X925, W36X853, W36X802,W36X723, W21X275, W21X248, W21X223, W14X873, W14X808HP12X89WT LWT20X327.5, WT18X462.5, WT18X426.5, WT18X401, WT18X361.5, WT10.5X137.5, WT10.5X124, WT10.5X111.5, WT7X436.5, WT7X404L12X12X1-3/8, L12X12X1-1/4, L12X12X1-1/8, L12X12X1, L10X10X1-3/8, L10X10X1-1/4, L10X10X1-1/8, L10X10X1, L10X10X7/8,L10X10X3/4HSS The bolt spacing between inner and outer fastener holes when the workable gage is compatible with four holes across theflange. See AISC Manual Part 1 for additional information, in. (mm)C. New Variables in v15.0• P A2• P c• P d• T• W gi• W goD. Variables Removed in v15.0 • Q s。

美标W_型钢截面

美标W_型钢截面

美标H型钢规格材质表
马钢热轧美标H型钢截面参数 型号 (高×宽) W18×71 W18×76 W18×86 W18×97 W18×106 W18×119 W18×130 W18×143 W16×26 W16×31 W16×36 W16×40 W16×45 W16×50 W16×57 W16×67 W16×77 W16×89 W16×100 W14×22 W14×26 W14×30 W14×34 H 469.14 462.53 467.11 472.19 475.74 481.84 488.95 495.05 398.53 403.35 402.84 406.65 409.7 413 417.32 414.78 419.61 425.45 431.04 349 353.31 351.54 355.09 B 193.93 280.29 281.69 283.08 284.48 286.13 283.46 284.99 139.7 140.33 177.42 177.67 178.69 179.58 180.85 259.97 261.49 263.27 264.79 127 127.63 170.94 171.32 截面尺寸 (mm) t1 12.57 10.79 12.19 13.59 14.99 16.64 17.02 18.54 6.35 6.98 7.49 7.75 8.76 9.65 10.92 10.03 11.56 13.33 14.86 5.84 6.48 6.86 7.24 t2 20.57 17.27 19.56 22.1 23.88 26.92 30.48 33.53 8.76 11.18 10.92 12.83 14.35 16 18.16 16.89 19.3 22.22 25.02 8.51 10.67 9.78 11.56 r 10.5 10.5 10.5 10.5 10.5 10.5 10.5 10.5 11 11 11 11 11 11 11 11 11 11 11 10.2 10.2 10.2 10.2 截面面积cm2 134.56 143.97 163.31 184.22 200.93 226.23 246.58 271.41 49.72 59.02 68.34 76.13 85.71 95.28 108.34 127.09 146.03 168.87 190.15 41.9 49.63 57.09 64.52 理论重量 Kg/m Ix 105.63 113.02 128.2 144.61 157.73 177.59 193.57 213.05 39.03 46.33 53.65 59.77 67.28 74.8 85.05 99.76 114.63 132.56 149.27 32.89 38.96 44.82 50.65 48806.47 55490.44 63598.82 72715.12 79622.02 91099.89 102479.73 114477.7 12594.17 15650.9 18706.94 21617.75 24455.69 27473.6 31548.11 39771.9 46169.42 54128.83 61891 8285.95 10209.84 12095.21 14134.41 惯性矩cm4 Iy 2508.73 6343.93 7292.83 8364.71 9174.43 10529.48 11589.37 12958.15 399.38 516.29 1018.38 1200.99 1367.33 1547.93 1795.15 4950 5758.41 6767.7 7753.38 291.32 370.75 815.34 969.98 截面特性参数 惯性半径cm ix 19.05 19.63 19.73 19.87 19.91 20.07 20.39 20.54 15.92 16.28 16.54 16.85 16.89 16.98 17.07 17.69 17.78 17.9 18.04 14.06 14.34 14.56 14.8 iy 4.32 6.64 6.68 6.74 6.76 6.82 6.86 6.91 2.83 2.96 3.86 3.97 3.99 4.03 4.07 6.24 6.28 6.33 6.39 2.64 2.73 3.78 3.88 截面模量cm3 Wx 2080.69 2399.41 2723.1 3079.94 3347.28 3781.35 4191.83 4624.93 632.04 776.04 928.74 1063.2 1198.83 1330.43 1513.66 1917.73 2200.6 2544.54 2871.72 474.84 577.95 688.14 796.1 Wy 258.73 452.67 517.8 590.97 645 735.99 817.7 909.38 57.18 73.58 114.8 135.19 153.04 172.4 198.53 380.81 440.43 514.12 585.61 45.88 58.1 95.39 113.23

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 )×ρ(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 2034 3-90.8891.145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 )×ρ(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。

美标H型钢截面(全规格)

美标H型钢截面(全规格)

14 14 14 14 14 14 14 14 14 14 14 14
104.82 117.86 129.76 144.6 159.71 178.99 195.57 197.84 222.12 248.97 277.72 308.23
82.2837 56255.13 92.5201 64813.35 101.862 76360.62 113.511 87608.55 125.372 98772.29 140.5 112562.91 153.522 125146.63 155.31 129435.4 174.364 147400.23 195.441 167601.79 218.01 191029.67 241.961 215597.54
65.7909 35126.96 71.6156 39957.89
861.11 1612.69
20.47 20.93
3.21 1338.77 4.2 1525.84
104.31 156
美标H 美标H型钢规格材质表
马钢热轧美标H型钢截面参数 型号 ( 高×宽) H W21×50 W21×55 W21×57 W21×62 W21×68 W21×73 W21×83 W21×93 W21×101 W21×111 W21×122 W21×132 W21×147 W21×166 W21×182 W21×201 529.08 528.32 534.92 533.15 536.7 539.5 544.32 549.15 542.54 546.35 550.67 554.48 560.32 570.99 577.09 584.96 B 165.86 208.79 166.37 209.3 210.06 210.69 212.22 213.87 312.17 313.44 314.71 315.98 317.75 315.47 317.5 319.4 t1 t2 9.65 13.59 9.52 13.26 10.29 16.51 10.16 15.62 10.92 17.4 11.56 18.8 13.08 21.21 14.73 23.62 12.7 20.32 13.97 22.22 15.24 24.38 16.51 26.29 18.29 29.21 19.05 34.54 21.08 37.59 23.11 41.4 r 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 94.97 104.61 108.02 117.83 129.36 138.66 157.12 176.43 192.06 210.89 231.42 250.45 278.87 315.01 345.97 382 mm) 截面尺寸 (mm) 截面面积cm2 截面面积cm2 cm 理论重量 Kg/m Ix 74.5515 41015.84 82.1189 47649.53 惯性矩cm4 惯性矩cm4 cm Iy 1038.13 2015.82 1272.71 2392.33 2694.31 2937.61 3389.13 3866.25 10312.08 11419.01 12683.35 13843.17 15646.78 18106.61 20094.71 22539.91 截面特性参数 惯性半径cm 惯性半径cm ix 20.78 21.34 4.39 21.22 21.68 21.84 21.95 22.04 22.11 22.91 22.98 23.08 23.15 23.29 23.77 23.87 24.05 iy 截面模量cm3 截面模量cm3 cm Wx 3.31 1550.45 1803.81 3.43 1819.09 4.51 2077.98 4.56 2299.2 4.6 2475.59 4.64 2803.19 4.68 3140.27 7.33 3716.29 7.36 4076.2 7.4 4478.16 7.43 4842.6 7.49 5396.94 7.58 6234.18 7.62 6830.17 7.68 7556.67 Wy 125.18 193.1 153 228.61 256.53 278.85 319.4 361.55 660.68 728.63 806.04 876.22 984.84 1147.92 1265.81 1411.37

美标的一些说明

美标的一些说明

在现在世界经济一体化的大潮中,各国的钢构造领域也难免会互相浸透,由于所建的工程所在地与设计单位及施工单位常常可能不是一个国家,所履行的标准也会不尽同样。

所以,我们常常会听到诸如“国标”、“美标”、“欧标”等称号,分别代表着履行的是“中国标准”、“美国标准”、“欧洲标准”。

这里我们将陆续介绍“美标”的钢构造设计内容,而且从设计师角度将此中的细节与中国规范作一些类比,此中也会波及到钢构造行业的某些我们常用的专业词汇的英语表述方式。

第一介绍的就是对于单位的换算问题,我们当前采纳的是“国际单位制”,而“美标”仍旧持续“英制单位”,这仿佛让人难以理解,但事实就是这样,单位制不单是表面上的换算的问题,而是浸透到了整个系统习惯,比方型钢的系列规格尺寸,比方规范中波及到的某些尺寸的条款,还比方我们所熟知的像“7.85这”样熟习的数值在“美标”中又是多少呢?下边将列出钢构造专业中经常用到的单位换算以及一些常量数值。

[ 长度单位 ]in.(英寸)ft. (英尺)yd.(码)mi.(英里)1 in. = 25.4 mm//1 mm = 0.03937 in.1 ft. = 0.3048 m =304.8 mm//1 m = 3.28084 ft.1 yd. = 3 ft.1 mi. = 5280 ft.[ 力的单位 ]kips(千磅)lb(磅)1 kips = 4.448 KN = 453.592 kg1 lb = 4.448 N = 453.592 g1 KN = 0.2248 kips[ 力矩单位 ]1 ft.-kips = 1.356 KN-m1 KN-m = 0.7376 ft.-kips[ 散布荷载单位 ]psf(lb/ft2 )1 kips/ft2 = 14.59 KN/m1 kips/ ft2 = 47.88 KN/㎡1 KN/m = 0.06852 kips/ft1 KN/㎡= 0.02089 kips/ ft21 psf = 47.88 N/㎡[ 应力单位 ]1 ksi = 6.895 Mpa1 Mpa = 0.145 ksi[ 精度控制 ]1、荷载: 1 psf;10 lb/ft. ;100-lb2、跨度,长度: 0.1 ft.3、反力: 0.1 kips4、力矩: 0.1 ft-kips[ 一些常量 ]钢材 E = 29000 kips/in.2容重 = 490 lb/ft2“美标”钢构造设计介绍系列之二———资料及型钢截面分类表示资料钢构造资料主要参照的标准是“美国试验及资料协会”ASTM(American Society for Testing and Materials)。

美标钢材理论量整理(槽钢、角钢、H型钢-W型钢、T型钢)

美标钢材理论量整理(槽钢、角钢、H型钢-W型钢、T型钢)

美标槽钢规格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 )×ρ(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 )×ρ(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。

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 )×ρ(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 )×ρ(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。

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 )×ρ(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 )×ρ(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。

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 )×ρ(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 2034 3-90.8891.1452.5 25 33-91.124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 )×ρ(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。

SA678GrB美标高强板,A678GrB钢板规格,SA678GrB钢板切割

SA678GrB美标高强板,A678GrB钢板规格,SA678GrB钢板切割

SA678GrB美标高强板,A678GrB钢板规格,SA678GrB钢板切割
SA678GrB美标高强板,SA678GrB耐候钢由普碳钢添加少量铜、镍等耐腐蚀元素而成,耐候性为普碳钢的2~8倍,涂装性为普碳钢的1.5~10倍。

同时,它使构件具有耐锈延寿、减薄降耗、省工节能等优点。

SA678GrB钢板库存:#舞阳孙凡#
SA678GrB执行标准ASTM 国际- ASTM A678/A678M-05
共4个等级,分别为SA678GrA,SA678GrB,SA678GrC,SA678GrD
A678GrB钢板规格:
A678GrB 10*2500*10000
A678GrB 12*2500*10000
A678GrB 14*2500*10000
A678GrB 16*2500*10000
A678GrB 18*2500*10000
A678GrB 20*2500*10000
A678GrB钢板的工艺路线工艺路线
转炉冶炼——LF精炼——VD真空脱气——270mm×2100mm断面连铸——加热——双机架轧制。

SA678GrB本规范涵盖用于焊接、铆接或螺栓结构的结构质量的调质碳钢和高强度低合金钢板。

板应通过加热到产生奥氏体结构的温度进行热处理。

SA678GrB应对材料进行热分析和产品分析,并应符合碳、锰、磷、硫、硅、钒、钶、氮和铜的化学成分要求量。

板材应经受拉力试验,适用牌号应符合规定的屈服强度、抗拉强度、延伸率等力学性能。

SA678GrB广泛应用于制造集装箱、铁道车辆、石油井架、海港建筑、采油平台及化工石油设备中含硫化氢腐蚀介质的容器等构件。

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 )×ρ(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 2034 3-90.8891.145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 )×ρ(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。

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All Sections BS/EN Only Corus Only BS/EN+CorusASTMDiagram American W Shapes to ASTM A6/A36[ALL Sections]Mass Depth Width Thickness of Root Depth Second Moment Radius Elastic Plastic Buckling Torsional Warping Torsional Areaper of of Web Flange Radius between of Area of Gyration Modulus Modulus Parameter Index Constant Constant of Designation metre Section Section fillets Axis x-x Axis y-y Axis x-x Axis y-y Axis x-x Axis y-y Axis x-x Axis y-y Inertia Section M h b s t r d I x I y r x r y Z x Z y S x S y u x H J A Home in x in x lb/ft kg/m mm mm mm mm mm mm cm4cm4cm cm cm3cm3cm3cm3dm6cm4cm2 1c W40x12x3595351046311.43358.930868.211307082996540.8 6.632162019252556631260.86619.5735576681 2c W40x12x3274871036.1308.53054.130867.910214202672140.6 6.571971717322320028000.86721.164.44299620 3c W40x12x2944371025.9305.426.94930867.99099062344740.4 6.491773915352076224690.86823.155.93185557 4c W40x12x264393101630324.443.930868.28076892049640.2 6.41589913531853921680.86825.548.42330500 5c W40x12x2353491008.130221.14030868.17231311846040.3 6.441434612231659219410.87227.943.31718445 6c W40x12x211314100030019.135.930868.26442121623240.1 6.371288410821485117130.87230.737.71264400 7c W40x12x183272990.130016.53130868.15539741400440 6.35111909341282614700.8733532.2835347 8c W40x12x167249980.230016.52630868.24813061175439 6.0998217841135012450.86139.926.8582317 9c W40x12x149222970.33001621.130868.1407961954638 5.818409636980710200.8545.721.5390283 10c W36x161/2x35953495042528.451.124.1799.610313066556138.99.822171230852483447960.88719.71324515680 11c W36x161/2x32848894242225.94724.1799.89354605900938.89.751986127972261643360.88721.31183499621 12c W36x161/2x300447933.24232442.724.1799.68473105397838.69.731815925522060639510.88723.31072675570 13c W36x161/2x280418927.6421.522.539.924.1799.67860694989438.49.681694823671918136600.88724.898.32191532 14c W36x161/2x260387921420.421.336.624.1799.67189844540538.29.591561321601764433380.88526.788.81729493 15c W36x161/2x245365916.4419.420.334.324.1799.667176642245389.531466120151654631120.88428.382.21442465 16c W36x161/2x230343911.9418.319.33224.1799.76251783909937.99.471371218691545628860.88330.275.71189436 17c W36x12x387576992.9321.836.16520822.911014983645738.87.052218722662627536540.87116.878.57150733 18c W36x12x350521980.7318.83358.920822.99818063208138.5 6.952002320132359832350.87118.468.15355664 19c W36x12x318473970.8315.729.954.120822.68846382857638.3 6.881822518102136528950.87219.9604106603 20c W36x12x286426960.9312.826.94920822.97881792514638.1 6.811640516081913125590.87321.852.33039542 21c W36x12x256382950.7310.324.443.920822.96974082197537.9 6.721467114161704122480.87224.145.22208486 22c W36x12x232345942.9307.822.139.920823.16257121947937.7 6.661327212661535220010.87226.339.71656440 23c W36x12x210313931.9309.421.134.520822.95492621710637.1 6.551178811061365317530.86629.734.41169399 24c W36x12x194289926.8307.719.43220822.85044481559737 6.511088610141256816010.86731.931.2928368 25c W36x12x182272922.8306.718.43020822.84715831447736.9 6.47102219441178614890.86633.828.8774346 26c W36x12x170254918.7305.617.327.920822.94372891331536.8 6.4295208711096213720.86636.126.4630323 27c W36x12x160238914.7304.816.525.920822.94065061226236.6 6.3588888051023512660.86438.524.2518304 28c W36x12x150225910.6304.215.923.920822.83772441124836.3 6.278286739955211650.86141.122.1426286 29c W36x12x135201903303.515.220.120822.8325422939635.6 6.05720861983619800.85346.718.3294257 30c W33x153/4x46869893541838.669.120756.812531818451337.69.752680640443127263420.88614.215810569889 31c W33x153/4x42463292341435.1632075711196517481037.39.642426136142814056520.88615.51387983805 32c W33x153/4x3875779134113257.920757.210117796722937.19.572216432712556851010.88716.71236168734 33c W33x153/4x35452890340929.553.120756.89150866073336.99.52026829702327646210.88718.11104777673 34c W33x153/4x31847489340626.448207578132035367236.79.431821326442079541010.88819.895.83511604 35c W33x153/4x29143488540424.443.920757.27362734835236.59.351663923941892937070.88721.585.52705553 36c W33x153/4x26339287740122.139.920757.26596514296036.39.271504321431704033110.88823.575.32027500 37c W33x153/4x241360868.2402.821.135.6207575916823884735.99.211363019291542529820.8842667.31510458 38c W33x153/4x221330861.8401.419.732.4207575359933498235.79.121243917431405026920.88328.360.21160421 39c W33x153/4x201300855.5399.918.229.220757.14809503117035.59.031124415591267524050.88131.153.2866382 40c W33x111/2x361538925.1310.635.66420757.18939223227936.1 6.871932620792290733470.87315.859.86546685All Sections BS/EN Only Corus Only BS/EN+CorusASTMDiagram American W Shapes to ASTM A6/A36[ALL Sections]Mass Depth Width Thickness of Root Depth Second Moment Radius Elastic Plastic Buckling Torsional Warping Torsional Areaper of of Web Flange Radius between of Area of Gyration Modulus Modulus Parameter Index Constant Constant of Designation metre Section Section fillets Axis x-x Axis y-y Axis x-x Axis y-y Axis x-x Axis y-y Axis x-x Axis y-y Inertia Section M h b s t r d I x I y r x r y Z x Z y S x S y u x H J A Home in x in x lb/ft kg/m mm mm mm mm mm mm cm4cm4cm cm cm3cm3cm3cm3dm6cm4cm2 41c W33x111/2x332494915.2308.13358.920757.48111352896535.9 6.781772618802092030200.8731753.15131630 42c W33x111/2x301450905305.23054.120756.87303402582635.7 6.721614016921894627060.87418.346.73945573 43c W33x111/2x271403895.1302.126.94920757.16493142265735.5 6.641450815001693323860.87520.140.52912514 44c W33x111/2x243362885.2299.724.443.920757.45744651980235.3 6.551297913211508320960.87422.2352117461 45c W33x111/2x219327877.1297.222.139.920757.35145681753735.1 6.491173311801357518650.87424.330.71587417 46c W33x111/2x204304871.2295.720.637.1207574741121605335 6.441088410861255717120.8742627.91281387 47c W33x111/2x187279865.1294.119.13420757.14314791446834.8 6.3899759841148015480.87428.125996356 48c W33x111/2x169251859292.11731207573875991291634.8 6.3590248841033313850.87630.722.1746320 49c W33x111/2x152227850.6293.816.126.8207573405271136134.3 6.278007773917812130.8734.719.3522289 50c W33x111/2x141211845.829315.424.4207573115501025934 6.177367700845310990.86737.517.3413269 51c W33x111/2x130194840.5292.414.721.720757.1280121906833.6 6.05666662076669750.86341.315.2312248 52c W33x111/2x118176834.6291.61418.820757246852779233.1 5.89591553468318420.8564613227225 53c W30x15x35753283339331.556.920679.27766465776433.99.241864729402155045790.88815.3875563677 54c W30x15x3264858233902952.120678.86987625166833.69.141698126501953241200.88816.676.84280618 55c W30x15x29243481338725.947206796188484551733.49.071522423521740236460.88918.266.83127553 56c W30x15x26138980338523.641.920679.25451913994033.28.981357920751545132110.88820.257.82248496 57c W30x15x23535079538221.138.120678.848688335461338.911224918571386328650.88922.150.81675446 58c W30x15x211315785.9383.719.733.420679.14284593150032.78.861090416421231225330.88624.844.61182401 59c W30x15x191285779.33821830.120679.13829782800632.58.79982914661106322590.88527.339.3875363 60c W30x15x173258773.2380.616.627.1206793429522493532.38.788711310996320170.8843034.7651329 61c W30x101/2x295440835.2281.73257.920679.45972632178332.7 6.241430215471694024890.87415.732.94409560 62c W30x101/2x269402825279.129.553.120678.85378371940832.4 6.161303813911537222310.87416.928.93414512 63c W30x101/2x246367817.1276.626.94920679.14880391741032.3 6.11194612591401020110.87518.225.72661468 64c W30x101/2x226337809274.624.944.920679.24418661559832.1 6.031092411361276318100.87419.722.82065429 65c W30x101/2x207308801.1272.723.140.920679.33985651390731.9 5.95995010201158916220.87321.420.11585393 66c W30x101/2x185276793270.120.637.120678.83545941224531.7 5.989439071035714350.87523.517.51171352 67c W30x101/2x165246785.1268.118.53320679.13120431064431.6 5.837949794916812520.87426.115.1833313 68c W30x101/2x148221779266.216.53020679279564946531.5 5.87178711823611160.87628.613.3621282 69c 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BS/EN+CorusASTM User Registration No:Unregistered Copy Diagram American W Shapes to ASTM A6/A36[ALL Sections]Mass Depth Width Thickness of Root Depth Second Moment Radius Elastic Plastic Buckling Torsional Warping Torsional Areaper of of Web Flange Radius between of Area of Gyration Modulus Modulus Parameter Index Constant Constant of Designation metre Section Section fillets Axis x-x Axis y-y Axis x-x Axis y-y Axis x-x Axis y-y Axis x-x Axis y-y Inertia Section M h b s t r d I x I y r x r y Z x Z y S x S y u x H J A Home in x in x lb/ft kg/m mm mm mm mm mm mm cm4cm4cm cm cm3cm3cm3cm3dm6cm4cm2200c W12x12x106159327.2310.615.525.120237390201254913.97.882385808269912320.85312.2 2.86394202 201c W12x12x96144322.8308.91422.920237349701126113.87.832167729243611100.85313.3 2.53300184 202c W12x12x87131318.330813.120.620237.1311011004113.77.76195465221869930.85214.5 2.22224167 203c W12x12x79119314.5306.811.918.720237.127861900813.67.72177258719728930.85215.8 1.97170151 204c 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6.46111237812465770.8513.80.711115116 215c W10x10x5481.7256.3254.89.415.620185.112826430611.1 6.43100133811135150.851150.62485.3104 216c W10x10x4974.5253.52548.614.220185.111558388311 6.491230610094650.85116.20.5566694.9 217c W10x53/4x3045.5265.9147.67.61312.7214.5720669811.1 3.4754294.66111460.8920.40.11228.758 218c W10x53/4x2639.3262.4146.6 6.611.212.7214.6613458911.1 3.4346880.45241240.8923.20.09318.850.1 219c W10x53/4x2233.5258.3146.1 6.19.112.7214.7502447410.9 3.3338964.94351000.88327.20.073611.442.6 220c10x4x1929.2260.1102.1 6.41012.7214.7412317810.5 2.193173536455.40.87525.50.027911.437.2 221c10x4x1726256.8101.9 6.18.412.7214.6353514910.3 2.1227529.331746.70.86828.70.0237.9633.1 222c10x4x1523253.7101.6 5.8 6.912.7214.5299312210.1 2.0423623.927338.40.85932.30.0185 5.4929.3 223c W8x8x67101228.6210.314.523.716149.21139536819.43 5.3699735011595360.8528.810.386222128 224c W8x8x5887.7222.3208.81320.616149.1959031319.26 5.298633009934590.859.880.318149112 225c W8x8x4872.5215.920610.217.416149.1775125399.16 5.247182468143760.85311.50.2588.692.4 226c W8x8x4060.4209.62059.114.216149.2618520428.97 5.155901996633040.8513.50.19551.576.9 227c W8x8x3553.2206.2203.77.912.616149537317778.9 5.125211745812660.851150.16736.467.8 228c W8x8x3147.1203.2203.27.21116149.2465715408.81 5.074581525082310.84916.70.14225.559.9 229c W8x51/4x2132.1210.3133.9 6.410.212.7164.532194098.88 3.1630661.134494.20.88619.60.04113.740.9 230c W8x51/4x1827.3206.8133.4 5.88.412.7164.626563338.73 3.092575028777.10.88222.70.03288.5534.8 231c W6x6x2538162.1154.48.111.612.7113.52275713 6.85 3.8428192.43181420.8512.60.040422.148.5 232c W6x6x2030.6157.5152.9 6.69.312.7113.51773555 6.74 3.7722572.62521110.8515.10.03051239 233c W6x6x1523.2152.1152.1 5.8 6.612.7113.51254388 6.52 3.621655118378.30.84219.20.0205 5.4529.5 SteelUK001202Compiled & calculated by Techno Consultants Ltd, December 2000。

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