鋼材理論重量表大全(經(jīng)典)

1、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1011.21655.4402541.459=17.85015015071031.90Dg151.260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1620.5131212.0595064.465=32

2、3.55025025091472.40Dg403.840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22b36.5241619.7527066.406=1078.500

3、300300101594.50Dg12515.040工24a37.47718a20.1747077.398=1294.2003003051515106.00Dg15017.810工24b41.2451823.0007088.373=14109.90034025091479.70Dg151.310工25a38.10520a22.6377566.905=16125.6003443481016115.00Dg201.700工25b42.03021a25.7777589.030=18141.30035017571150.00Dg252.530工28a43.49222a24.9998067.376=20

4、157.0003903001016107.00Dg323.270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=30235.50045020091476.50Dg808.710工32a52.71725c35.26090101

5、3.476=32251.2004823001115115.00Dg10011.340工32b57.74128a31.427901215.940=36282.6004883001118129.00Dg15018.610工32c62.76528b35.82310069.366菱形500200101689.60120.888工36a60.03728c40.219100812.276Kg/M25823001217137.00141.210工36b65.68930a34.4631001015.120=2.521.6005883001220151.00161.580工36c71.34130b39.1731

6、001217.898=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=542.30038K38.73284.830工45c94.55036a47.814125

7、1019.133=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扁豆形工63c141.18940b65.2041401429.490Kg/M2圓鋼：40c71.4881401633.393=2.522.600方管：規(guī)格規(guī)格H 型鋼鋼軌鋼管鍍鋅管螺紋鋼槽鋼角鋼工字鋼常用鋼材理論重量表鋼材理論重量簡易計算方法每米重量（

8、Kg）=.00617直徑直徑每米重量（ Kg）=.00785邊寬邊寬鋼板名稱花紋板名稱6.50.260253.8501601229.391=326.600六角鋼：80.395305.5501601433.987=3.530.500八角鋼：100.617326.3101601638.518=434.400螺紋鋼：120.888367.9901801430.589=4.538.300*角鋼：141.210409.8701801643.542=542.300扁鋼：161.5804211.9901801848.634=5.546.200無縫鋼管：182.0004512.4802001648.680=6

9、50.100接縫鋼管：202.4704814.2102001854.401=865.800中厚鋼板：222.9805015.4202002060.056=865.800薄鋼板：243.5505619.3002002471.168外徑內(nèi)徑厚度800055（公斤）長度m6（公斤）長mm寬mm10001000圓鋼線材圓鋼539.251605114.68鋼板重量公式厚度mm重量（公斤）217.02鋼管重量公式外徑mm壁厚mm凈重每米m2 重量（ Kg）=.00786厚度法蘭重量公式凈重(公斤)凈重花紋板每米重量（ Kg）=.00617d0直徑 d0直徑每米重量（ Kg）=.00785（邊寬邊寬邊厚）邊

10、厚每米重量（ Kg）=.00785厚度邊寬每米重量（ Kg）=.02466壁厚（外經(jīng)壁厚）每米重量（ Kg）=.02466壁厚（外經(jīng)壁厚）每米m2 重量（ Kg）=.00785厚度每米重量（ Kg）=.0068對邊直徑對邊直徑每米重量（ Kg）=.0065對邊直徑對邊直徑名稱單位W=0.00785 d(2b-d)+0.215(R2一2r2) 式中，b為邊寬， d為邊厚， R 為內(nèi)弧_半徑，r為kgmkgmkgmkgmkgmkgmm八角鋼圓鋼盤條螺紋鋼方鋼扁鋼六角鋼W=0.006798 d2對邊距離 80mm 的八角鋼，求每米質(zhì)量式中， d為對邊距離 (mm)每米質(zhì)量 : 0.0065 x 80

11、2kg=41.60kg求4mmx20mm等邊角鋼的每米質(zhì)量式中， d為邊寬(mm)b 為厚(mm)每米質(zhì)量 =0.00785405kg=1.57kgW =0.006798 d2對邊距離 50mm 的六角鋼，求每米質(zhì)量式中， d為對邊距離 (mm)每米質(zhì)量 =0.006798502kg=17kgW=0.00785 d2邊寬30mm 的方鋼，求每米質(zhì)量式中， d為邊寬 (MM)每米質(zhì)量 =0.00785302kg=7.07kgW=0.00785 d b邊寬40mm 、厚5mm 的扁鋼，求每米質(zhì)量式中， d為直徑 (mm)每米質(zhì)量 =0.00617802kg=39.488kgW=0.00617 d2

12、斷面直徑為 12mm 的螺紋鋼，求每米質(zhì)量式中， d為斷面直徑 (mm)每米質(zhì)量 =0.00617x122kg=0.89kg鋼材理論重量計算公式計算公式計算舉例w=0.006165 d2直徑80mm 的圓鋼，求每米質(zhì)量kgmkgm2kgmW=0.00785 d(2b-d)+0.215(R2一2r2) 式中，b為邊寬， d為邊厚， R 為內(nèi)弧_半徑，r為端弧半徑鋼管(包括無縫鋼管及焊接鋼管)kgmkgmkgm等邊角鋼不等邊角鋼槽鋼工字鋼鋼板式中，D為外徑， s為壁厚w=7.85 6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=47.1kgw=0.02466 S

13、(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，h為高，b為腿長， 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 =0.0078580 5十28(435)+0.349(82-42)kg=8.04kgw=0.00785hd+2t(b 一d)+0.8584(R 2 一r2 )求250rnm 118mm 10mm 的工字鋼每米質(zhì)量。從 GB706 中查出該工字鋼 t 為13。R 為10，r為5式中，h為高，b為腿長， 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 =0.00785250 10+213 x(118 一10)+0.8584(102 52)kg=42.2kg每米質(zhì)量 =0.007854(2 204)+0.215(3.52 一21.22)kg=1.15kgw=0.00785 d(B+6一d)+0.215(R 2 一2 r2 )求30rnm20mm x 4mm 不等邊角鋼每米質(zhì)量。從 GB9788 中查出30 x 20 x 4 不等邊角鋼的 R 為3.5，r為