鋼材理論重量表大全

1、常用鋼材理論重量表名稱規(guī)格Kg/M名稱規(guī)格Kg/M名稱規(guī)格Kg/M名稱規(guī)格Kg/M2名稱規(guī)格Kg/M名稱規(guī)格Kg/M工字鋼工1011.216槽鋼55.440角鋼2541.459鋼板=17.850H型90鋼管Dg151.260工1213.9876.36.6343041.786=1.511.78020020081250.50Dg201.630工12.614.22388.0454042.422=215.7002481245825.80Dg252.420工1416.8901010.0075053.700=2.519.6302501256929.70Dg323.130工1620

2、.5131212.0595064.465=323.55025025091472.40Dg403.840工1824.14312.612.3185654.251=431.400250255141482.20Dg504.880工20a27.92914a14.5356065.420=539.25029420081257.30Dg706.640工20b31.06914b16.7336354.822=647.100294302121285.00Dg808.340工22a33.07016a17.2406365.721=862.8003001506.5937.30Dg10010.850工22b36.52416

3、19.7527066.406=1078.500300300101594.50Dg12515.040工24a37.47718a20.1747077.398=1294.2003003051515106.00Dg15017.810工24b41.2451823.0007088.373=14109.90034025091479.70鍍鋅管Dg151.310工25a38.10520a22.6377566.905=16125.6003443481016115.00Dg201.700工25b42.03021a25.7777589.030=18141.30035017571150.00Dg252.530工28a

4、43.49222a24.9998067.376=20157.0003903001016107.00Dg323.270工28b47.8882228.4538089.658=22172.70039619971156.70Dg404.010工30a48.08424b30.628801011.874=25196.30040020081366.00Dg505.100工30b52.79425a27.4109068.350=28219.8004403001118124.00Dg706.930工30c57.50425b31.33590810.946=30235.50045020091476.50Dg808.7

5、10工32a52.71725c35.260901013.476=32251.2004823001115115.00Dg10011.340工32b57.74128a31.427901215.940=36282.6004883001118129.00Dg15018.610工32c62.76528b35.82310069.366名稱規(guī)格菱形500200101689.60螺紋鋼120.888工36a60.03728c40.219100812.276Kg/M25823001217137.00141.210工36b65.68930a34.4631001015.120花紋板=2.521.6005883001

6、220151.00161.580工36c71.34130b39.1731001217.898=325.600596199101595.10182.000工40a67.59830c43.886110813.532=3.529.5006002001117106.00202.470工40b73.87832a38.0881101016.690=433.4007003001324185.00222.980工40c80.15832b43.1071101219.782=4.537.3007003001324185.00253.850工45b87.48532c48.131125815.504=542.300鋼

7、軌38K38.73284.830工45c94.55036a47.8141251019.133=5.546.20043K44.65326.310工56b115.10836b53.4661251222.696=650.10050K51.51367.990工56c123.90036c59.1181401021.488=866.800QU8063.69409.870工63b131.29840a58.9281401225.522名稱規(guī)格扁豆形鋼材理論重量簡(jiǎn)易計(jì)算方法工63c141.18940b65.2041401429.490Kg/M2圓鋼：每米重量（Kg）=.00617直徑直徑40c71.488140

8、1633.393花紋板=2.522.600方管：每米重量（Kg）=.00785邊寬邊寬線材6.50.260圓鋼253.8501601229.391=326.600六角鋼：每米重量（Kg）=.0068對(duì)邊直徑對(duì)邊直徑80.395305.5501601433.987=3.530.500八角鋼：每米重量（Kg）=.0065對(duì)邊直徑對(duì)邊直徑圓鋼100.617326.3101601638.518=434.400螺紋鋼：每米重量（Kg）=.00617d0直徑d0直徑120.888367.9901801430.589=4.538.300*角鋼：每米重量（Kg）=.00785（邊寬邊寬邊厚）邊厚141.210

9、409.8701801643.542=542.300扁鋼：每米重量（Kg）=.00785厚度邊寬161.5804211.9901801848.634=5.546.200無縫鋼管：每米重量（Kg）=.02466壁厚（外經(jīng)壁厚）182.0004512.4802001648.680=650.100接縫鋼管：每米重量（Kg）=.02466壁厚（外經(jīng)壁厚）202.4704814.2102001854.401=865.800中厚鋼板：每米m2 重量（Kg）=.00785厚度222.9805015.4202002060.056=865.800薄鋼板：每米m2 重量（Kg）=.00786厚度243.55056

10、19.3002002471.168法法蘭蘭重重量量公公式式凈重(公斤)外徑內(nèi)徑厚度凈重800055217.02（公斤）鋼鋼管管重重量量公公式式外徑mm壁厚mm長(zhǎng)度m凈重16056114.68（公斤）鋼鋼板板重重量量公公式式長(zhǎng)mm寬mm厚度mm重量（公斤）10001000539.25工字鋼角鋼 鋼鋼材材理理論論重重量量計(jì)計(jì)算算公公式式名名稱稱單單位位計(jì)計(jì)算算公公式式計(jì)計(jì)算算舉舉例例圓鋼盤條kgmw=0.006165d直徑80mm的圓鋼，求每米質(zhì)量式中，d為直徑(mm)每米質(zhì)量=0.0061780kg=39.488kg螺紋鋼kgmW=0.00617d斷面直徑為12mm的螺紋鋼，求每米質(zhì)量式中，d為

11、斷面直徑(mm)每米質(zhì)量=0.00617x12kg=0.89kg方鋼 kgmW=0.00785d邊寬30mm的方鋼，求每米質(zhì)量式中，d為邊寬(MM)每米質(zhì)量=0.0078530kg=7.07kg扁鋼 kgmW=0.00785db 邊寬40mm、厚5mm的扁鋼，求每米質(zhì)量式中，d為邊寬(mm)b為厚(mm)每米質(zhì)量=0.00785405kg=1.57kg六角鋼kgmW=0.006798d對(duì)邊距離50mm的六角鋼，求每米質(zhì)量式中，d為對(duì)邊距離(mm)每米質(zhì)量=0.00679850kg=17kg八角鋼kgmW=0.006798d對(duì)邊距離80mm的八角鋼，求每米質(zhì)量式中，d為對(duì)邊距離(mm)每米質(zhì)量:

12、 0.0065 x 80kg=41.60kg等邊角鋼kgmW=0.00785d(2b-d)+0.215(R一2r)式中，b為邊寬，d為邊厚，R為內(nèi)弧_半徑，r為端弧半徑求4mmx20mm等邊角鋼的每米質(zhì)量GB9787中查出4mm20mm等邊角鋼的R為3.5，r為1.2每米質(zhì)量=0.007854(2204)+0.215(3.5一21.2)kg=1.15kg不等邊角鋼kgmw=0.00785d(B+6一d)+0.215(R一2 r)求30rnm20mm x 4mm不等邊角鋼每米質(zhì)量。從GB9788中查出30 x20 x 4不等邊角鋼的R為3.5，r為1.2式中，B為長(zhǎng)邊寬，b為短邊, 寬，d為邊厚

13、，R為內(nèi)弧半徑,r為端弧半徑每米質(zhì)量=0.007854(30+204)+0.215(3.521.2)kg =1.46kg槽鋼 kgmw=0.00785hd+2t(b一d)+0.349(R一r2)求80mm43mm5mm的槽鋼每米質(zhì)量。從GB707中查出該槽鋼t為8，R為8，r為4式中，h為高，b為腿長(zhǎng)，d為腰厚，t為平均腿厚，R為內(nèi)弧半徑，r為端弧半徑每米質(zhì)量=0.00785805十28(435)+0.349(8-4)kg=8.04kg工字鋼kgmw=0.00785hd+2t(b一d)+0.8584(R一r)求250rnm118mm10mm的工字鋼每米質(zhì)量。從GB706中查出該工字鋼t為13。

14、R為10，r為5式中，h為高，b為腿長(zhǎng)，d為腰厚，t為平均腿厚，R為內(nèi)弧半徑，r為端弧半徑每米質(zhì)量=0.0078525010+213x(118一10)+0.8584(105)kg=42.2kg鋼板 kgmw=7.856厚度6mm的鋼板，求每平方米的質(zhì)量式中，6為厚每平方米質(zhì)量=7.856kg=47.1kg鋼管(包括無縫鋼管及焊接鋼管)kgmw=0.02466S(DS)外徑60mm，壁厚4mm的無縫鋼管，求每米質(zhì)量每米質(zhì)量=0.024664(60-4)kg: 5.52kg式中，D為外徑，s為壁厚八角鋼kgm鋼鋼材材規(guī)規(guī)格格重重量量表表圓鋼規(guī)格重量表規(guī)格截面面積重量（kg/m）3.59.620.0

15、75412.570.098519.630.1545.523.760.1875.624.630.193628.270.2226.331.170.2456.533.180.26738.480.3027.544.180.347850.270.395963.630.4991078.540.6171195.030.74612113.10.88813132.71.0414153.91.2115176.71.3916201.11.58172271.7818254.5219283.52.2320314.22.4721346.42.7222380.12.9824452.43.5525490.93.8526530

16、.94.1728615.84.8330706.95.5532804.26.3134907.97.13工字鋼規(guī)格重量表 工字鋼型號(hào)尺寸（mm）截面面積重量（kg/m）高腿寬腹厚（cm2）10100684.514.311.21212074517.81414140805.521.516.91616088626.120.518180946.530.624.120A200100735.527.920B200102939.531.122A2201107.5423322B2201129.546.436.424A240116847.737.424B2401181052.641.227A2701228.554.642.827B27012410.56047.130A300126961.24830B3001281167.252.730C3001301373.457.436A3601361076.359.936B3601381283.565.636C3601401490.771.240A40014210.586.167.640B40014412.594.173.840C40014614.510280.1槽鋼規(guī)格重量表 槽鋼型號(hào)尺寸截面面積重量高腿長(zhǎng)腰厚（cm2）（kg/m）55