鋼材理論重量表大全(經(jīng)典)

1、常用鋼材理論重量表名稱規(guī)格Kg/M名稱規(guī)格Kg/M工字鋼工1011.216槽鋼55.440工1213.9876.36.634工12.614.22388.045工1416.8901010.007工1620.5131212.059工1824.14312.612.318工20a27.92914a14.535工20b31.06914b16.733工22a33.07016a17.240工22b36.5241619.752工24a37.47718a20.174工24b41.2451823.000工25a38.10520a22.637工25b42.03021a25.777工28a43.49222a24.99

2、9工28b47.8882228.453工30a48.08424b30.628工30b52.79425a27.410工30c57.50425b31.335工32a52.71725c35.260工32b57.74128a31.427工32c62.76528b35.823工字鋼槽鋼工36a60.03728c40.219工36b65.68930a34.463工36c71.34130b39.173工40a67.59830c43.886工40b73.87832a38.088工40c80.15832b43.107工45b87.48532c48.131工45c94.55036a47.814工56b115.10

3、836b53.466工56c123.90036c59.118工63b131.29840a58.928工63c141.18940b65.204工字鋼槽鋼40c71.488線材6.50.260圓鋼253.85080.395305.550圓鋼100.617326.310120.888367.990141.210409.870161.5804211.990182.0004512.480202.4704814.210222.9805015.420243.5505619.300工字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鋼鋼管管重重量量公公式式外徑mm壁厚mm長(zhǎng)度m凈

4、重16056114.68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 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.

5、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: 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4mmx20m

6、m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GB9788中查出30 x 20 x4不等邊角鋼的R為3.5，r為1.2方鋼kgm式中，B為長(zhǎng)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)+0.3

7、49(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。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+213 x(118一10)+0.8584(105)k

8、g=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為壁厚不等邊角鋼kgm名稱規(guī)格Kg/M名稱規(guī)格Kg/M2角鋼2541.459鋼板=17.8503041.786=1.511.7804042.422=215.7005053.700=2.519.6305064.465=323.5505654.251=431.4006065.420=539

9、.2506354.822=647.1006365.721=862.8007066.406=1078.500常用鋼材理論重量表7077.398=1294.2007088.373=14109.9007566.905=16125.6007589.030=18141.3008067.376=20157.0008089.658=22172.7008010 11.874=25196.3009068.350=28219.80090810.946=30235.5009010 13.476=32251.2009012 15.940=36282.60010069.366名稱規(guī)格菱形角鋼鋼板1008 12.276K

10、g/M210010 15.120花紋板=2.521.60010012 17.898=325.6001108 13.532=3.529.50011010 16.690=433.40011012 19.782=4.537.3001258 15.504=542.30012510 19.133=5.546.20012512 22.696=650.10014010 21.488=866.80014012 25.522名稱規(guī)格扁豆形14014 29.490Kg/M2角鋼名稱規(guī)格14016 33.393花紋板=2.522.60016012 29.391=326.60016014 33.987=3.530.5

11、0016016 38.518=434.40018014 30.589=4.538.30018016 43.542=542.30018018 48.634=5.546.20020016 48.680=650.10020018 54.401=865.80020020 60.056=865.80020024 71.168角鋼（公斤）（公斤）法法蘭蘭重重量量公公式式凈重217.02鋼鋼管管重重量量公公式式凈重114.68鋼鋼板板重重量量公公式式重量（公斤）39.25鋼鋼材材理理論論重重量量計(jì)計(jì)算算公公式式計(jì)計(jì)算算舉舉例例直徑80mm的圓鋼，求每米質(zhì)量每米質(zhì)量=0.0061780kg=39.488kg斷

12、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(duì)邊距離50mm的六角鋼，求每米質(zhì)量每米質(zhì)量=0.00679850kg=17kg對(duì)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=1.1

13、5kg求30rnm20mm x 4mm不等邊角鋼每米質(zhì)量。從GB9788中查出30 x 20 x4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為8，R為8，r為4每米質(zhì)量=0.00785805十28(435)+0.349(8-4)kg=8.04kg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每米質(zhì)量=0.0078525010+213 x(118一10)+0.8584(105)kg=42.2k

14、g厚度6mm的鋼板，求每平方米的質(zhì)量每平方米質(zhì)量=7.856kg=47.1kg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名稱規(guī)格Kg/M名稱規(guī)格Kg/MH型90鋼管Dg151.26020020081250.50Dg201.6302481245825.80Dg252.4202501256929.70Dg323.13025025091472.40Dg403.8402502551414 82.20Dg504.88029420081257.30Dg706.6402943021212 85.00Dg808.34030

15、01506.59 37.30Dg10010.8503003001015 94.50Dg12515.040常用鋼材理論重量表3003051515 106.00Dg15017.81034025091479.70鍍鋅管Dg151.3103443481016 115.00Dg201.70035017571150.00Dg252.5303903001016 107.00Dg323.27039619971156.70Dg404.01040020081366.00Dg505.1004403001118 124.00Dg706.93045020091476.50Dg808.7104823001115 115.

16、00Dg10011.3404883001118 129.00Dg15018.6105002001016 89.60螺紋鋼120.888H型鋼鋼管5823001217 137.00141.2105883001220 151.00161.5805961991015 95.10182.0006002001117 106.00202.4707003001324 185.00222.9807003001324 185.00253.850鋼軌38K38.73284.83043K44.65326.31050K51.51367.990QU8063.69409.870鋼材理論重量簡(jiǎn)易計(jì)算方法圓鋼：每米重量（Kg

17、）=.00617直徑直徑H型鋼螺紋鋼方管：每米重量（Kg）=.00785邊寬邊寬六角鋼：每米重量（Kg）=.0068對(duì)邊直徑對(duì)邊直徑八角鋼：每米重量（Kg）=.0065對(duì)邊直徑對(duì)邊直徑螺紋鋼：每米重量（Kg）=.00617d0直徑d0直徑*角鋼：每米重量（Kg）=.00785（邊寬邊寬邊厚）邊厚扁鋼：每米重量（Kg）=.00785厚度邊寬無縫鋼管：每米重量（Kg）=.02466壁厚（外經(jīng)壁厚）接縫鋼管：每米重量（Kg）=.02466壁厚（外經(jīng)壁厚）中厚鋼板：每米m2 重量（Kg）=.00785厚度薄鋼板：每米m2 重量（Kg）=.00786厚度鋼鋼材材理理論論重重量量計(jì)計(jì)算算公公式式計(jì)計(jì)算算舉

18、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(duì)邊距離50mm的六角鋼，求每米質(zhì)量每米質(zhì)量=0.00679850kg=17kg對(duì)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 x4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.