鋼材重量自動計算表

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工字鋼工1011.216槽鋼55.440角鋼2541.459工1213.9876.36.6343041.786工12.614.22388.0454042.422工1416.8901010.0075053.700工1620.5131212.0595064.465工1824.14312.612.3185654.251工20a27.92914a14.5356065.420工20b31.06914b16.7336354.822工22a33.07016a17.2406365.721工22b36.5241619.7527066.406工24

2、a37.47718a20.1747077.398工24b41.2451823.0007088.373工25a38.10520a22.6377566.905工25b42.03021a25.7777589.030工28a43.49222a24.9998067.376工28b47.8882228.4538089.658工30a48.08424b30.628801011.874工30b52.79425a27.4109068.350工30c57.50425b31.33590810.946工32a52.71725c35.260901013.476工32b57.74128a31.427901215.940工

3、32c62.76528b35.82310069.366工36a60.03728c40.219100812.276工36b65.68930a34.4631001015.120工36c71.34130b39.1731001217.898工40a67.59830c43.886110813.532工40b73.87832a38.0881101016.690工40c80.15832b43.1071101219.782工45b87.48532c48.131125815.504工45c94.55036a47.8141251019.133工56b115.10836b53.4661251222.696工56c1

4、23.90036c59.1181401021.488工63b131.29840a58.9281401225.522工63c141.18940b65.2041401429.49040c71.4881401633.393線材6.50.260圓鋼253.8501601229.39180.395305.5501601433.987圓鋼100.617326.3101601638.518120.888367.9901801430.589141.210409.8701801643.542161.5804211.9901801848.634182.0004512.4802001648.680202.47048

5、14.2102001854.401222.9805015.4202002060.056243.5505619.3002002471.168工字鋼槽鋼角鋼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長度m凈重16056114.68（公斤）鋼鋼板板重重量量公公式式長mm寬mm厚度mm重量（公斤）10001000539.25 鋼鋼材材理理論論重重量量計計算算公公式式名名稱稱單單位位計計算算公公式式計計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=0.0061

6、780kg=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=0.00679850kg=17kg

7、八角鋼kgmW=0.006798d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 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一2r)求30rnm20mm x 4mm不等邊角鋼每米質(zhì)量。從GB97

8、88中查出30 x 20 x 4不等邊角鋼的R為3.5，r為1.2式中，B為長邊寬，b為短邊, 寬，d為邊厚，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，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

9、.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。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=0.0078525010+213 x(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

10、壁厚不等邊角鋼kgm名稱規(guī)格Kg/M2名稱規(guī)格Kg/M名稱規(guī)格Kg/M鋼板=17.850H型90鋼管Dg151.260=1.511.78020020081250.50Dg201.630=215.7002481245825.80Dg252.420=2.519.6302501256929.70Dg323.130=323.55025025091472.40Dg403.840=431.400250255141482.20Dg504.880=539.25029420081257.30Dg706.640=647.100294302121285.00Dg808.340=862.80

11、03001506.5937.30Dg10010.850=1078.500300300101594.50Dg12515.040=1294.2003003051515106.00Dg15017.810=14109.90034025091479.70鍍鋅管Dg151.310=16125.6003443481016115.00Dg201.700=18141.30035017571150.00Dg252.530=20157.0003903001016107.00Dg323.270=22172.70039619971156.70Dg404.010=25196.30040020081366.00Dg505.

12、100=28219.8004403001118124.00Dg706.930=30235.50045020091476.50Dg808.710=32251.2004823001115115.00Dg10011.340常用鋼材理論重量表=36282.6004883001118129.00Dg15018.610名稱規(guī)格菱形500200101689.60螺紋鋼120.888Kg/M25823001217137.00141.210花紋板=2.521.6005883001220151.00161.580=325.600596199101595.10182.000=3.529.50060020011171

13、06.00202.470=433.4007003001324185.00222.980=4.537.3007003001324185.00253.850=542.300鋼軌38K38.73284.830=5.546.20043K44.65326.310=650.10050K51.51367.990=866.800QU8063.69409.870名稱規(guī)格扁豆形鋼材理論重量簡易計算方法Kg/M2圓鋼：每米重量（Kg）=.00617直徑直徑花紋板=2.522.600方管：每米重量（Kg）=.00785邊寬邊寬=326.600六角鋼：每米重量（Kg）=.0068對邊直徑對邊直徑=3.530.500八角

14、鋼：每米重量（Kg）=.0065對邊直徑對邊直徑=434.400螺紋鋼：每米重量（Kg）=.00617d0直徑d0直徑=4.538.300*角鋼：每米重量（Kg）=.00785（邊寬邊寬邊厚）邊厚=542.300扁鋼：每米重量（Kg）=.00785厚度邊寬=5.546.200無縫鋼管：每米重量（Kg）=.02466壁厚（外經(jīng)壁厚）=650.100接縫鋼管：每米重量（Kg）=.02466壁厚（外經(jīng)壁厚）=865.800中厚鋼板：每米m2 重量（Kg）=.00785厚度=865.800薄鋼板：每米m2 重量（Kg）=.00786厚度鋼板H型鋼鍍鋅管鋼鋼材材理理論論重重量量計計算算公公式式計計算算舉

15、舉例例直徑80mm的圓鋼，求每米質(zhì)量每米質(zhì)量=0.0061780kg=39.488kg斷面直徑為12mm的螺紋鋼，求每米質(zhì)量每米質(zhì)量=0.00617x12kg=0.89kg邊寬30mm的方鋼，求每米質(zhì)量每米質(zhì)量=0.0078530kg=7.07kg邊寬40mm、厚5mm的扁鋼，求每米質(zhì)量每米質(zhì)量=0.00785405kg=1.57kg對邊距離50mm的六角鋼，求每米質(zhì)量每米質(zhì)量=0.00679850kg=17kg對邊距離80mm的八角鋼，求每米質(zhì)量每米質(zhì)量: 0.0065 x 80kg=41.60kg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1.2每米質(zhì)量=0.007854(30+204)+0.215(3.521.2)kg =1.46kg求80mm43mm5mm的槽鋼每米質(zhì)量。從GB707中查出該槽鋼t