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10,11.216,槽鋼,［5,5.440,角鋼,┗25×4,1.459,鋼板,∫=1,7.850,H型鋼,150×150×7×10,31.90,鋼管,Dg15,1.260,,,,

,工12,13.987,,［6.3,6.634,,┗30×4,1.786,,∫=1.5,11.780,,200×200×8×12,50.50,,Dg20,1.630,,,,

,工12.6,14.223,,［8,8.045,,┗40×4,2.422,,∫=2,15.700,,248×124×5×8,25.80,,Dg25,2.420,,,,

,工14,16.890,,［10,10.007,,┗50×5,3.700,,∫=2.5,19.630,,250×125×6×9,29.70,,Dg32,3.130,,,,

,工16,20.513,,［12,12.059,,┗50×6,4.465,,∫=3,23.550,,250×250×9×14,72.40,,Dg40,3.840,,,,

,工18,24.143,,［12.6,12.318,,┗56×5,4.251,,∫=4,31.400,,250×255×14×14,82.20,,Dg50,4.880,,,,

,工20a,27.929,,［14a,14.535,,┗60×6,5.420,,∫=5,39.250,,294×200×8×12,57.30,,Dg70,6.640,,,,

,工20b,31.069,,［14b,16.733,,┗63×5,4.822,,∫=6,47.100,,294×302×12×12,85.00,,Dg80,8.340,,,,

,工22a,33.070,,［16a,17.240,,┗63×6,5.721,,∫=8,62.800,,300×150×6.5×9,37.30,,Dg100,10.850,,,,

,工22b,36.524,,［16,19.752,,┗70×6,6.406,,∫=10,78.500,,300×300×10×15,94.50,,Dg125,15.040,,,,

,工24a,37.477,,［18a,20.174,,┗70×7,7.398,,∫=12,94.200,,300×305×15×15,106.00,,Dg150,17.810,,,,

,工24b,41.245,,［18,23.000,,┗70×8,8.373,,∫=14,109.900,,340×250×9×14,79.70,鍍鋅管,Dg15,1.310,,,,

,工25a,38.105,,［20a,22.637,,┗75×6,6.905,,∫=16,125.600,,344×348×10×16,115.00,,Dg20,1.700,,,,

,工25b,42.030,,［21a,25.777,,┗75×8,9.030,,∫=18,141.300,,350×175×7×11,50.00,,Dg25,2.530,,,,

,工28a,43.492,,［22a,24.999,,┗80×6,7.376,,∫=20,157.000,,390×300×10×16,107.00,,Dg32,3.270,,,,

,工28b,47.888,,［22,28.453,,┗80×8,9.658,,∫=22,172.700,,396×199×7×11,56.70,,Dg40,4.010,,,,

,工30a,48.084,,［24b,30.628,,┗80×10,11.874,,∫=25,196.300,,400×200×8×13,66.00,,Dg50,5.100,,,,

,工30b,52.794,,［25a,27.410,,┗90×6,8.350,,∫=28,219.800,,440×300×11×18,124.00,,Dg70,6.930,,3.88,26.8884,

,工30c,57.504,,［25b,31.335,,┗90×8,10.946,,∫=30,235.500,,450×200×9×14,76.50,,Dg80,8.710,,,0,

,工32a,52.717,,［25c,35.260,,┗90×10,13.476,,∫=32,251.200,,482×300×11×15,115.00,,Dg100,11.340,,3.84,43.5456,

,工32b,57.741,,［28a,31.427,,┗90×12,15.940,,∫=36,282.600,,488×300×11×18,129.00,,Dg150,18.610,,3.82,71.0902,

,工32c,62.765,,［28b,35.823,,┗100×6,9.366,名稱,規(guī)格,菱形,,500×200×10×16,89.60,螺紋鋼,φ12,0.888,,,,

,工36a,60.037,,［28c,40.219,,┗100×8,12.276,,,Kg/M2,,582×300×12×17,137.00,,φ14,1.210,,,24.81333333,

,工36b,65.689,,［30a,34.463,,┗100×10,15.120,花紋板,δ=2.5,21.600,,588×300×12×20,151.00,,φ16,1.580,,,94.78693333,

,工36c,71.341,,［30b,39.173,,┗100×12,17.898,,δ=3,25.600,,596×199×10×15,95.10,,φ18,2.000,,,,

,工40a,67.598,,［30c,43.886,,┗110×8,13.532,,δ=3.5,29.500,,600×200×11×17,106.00,,φ20,2.470,,,,

,工40b,73.878,,［32a,38.088,,┗110×10,16.690,,δ=4,33.400,,700×300×13×24,185.00,,φ22,2.980,,,94.79,

,工40c,80.158,,［32b,43.107,,┗110×12,19.782,,∫=4.5,37.300,,700×300×13×24,185.00,,φ25,3.850,,,,

,工45b,87.485,,［32c,48.131,,┗125×8,15.504,,∫=5,42.300,鋼軌,38K,38.73,,φ28,4.830,,,,71.09

,工45c,94.550,,［36a,47.814,,┗125×10,19.133,,∫=5.5,46.200,,43K,44.65,,φ32,6.310,,,,

,工56b,115.108,,［36b,53.466,,┗125×12,22.696,,∫=6,50.100,,50K,51.51,,φ36,7.990,,,,

,工56c,123.900,,［36c,59.118,,┗140×10,21.488,,δ=8,66.800,,QU80,63.69,,φ40,9.870,,,,

,工63b,131.298,,［40a,58.928,,┗140×12,25.522,名稱,規(guī)格,扁豆形,鋼材理論重量簡易計(jì)算方法,,,,,,,,,

,工63c,141.189,,［40b,65.204,,┗140×14,29.490,,,Kg/M2,圓鋼：,每米重量（Kg）=.00617×直徑×直徑,,,,,,,,

,,,,［40c,71.488,,┗140×16,33.393,花紋板,δ=2.5,22.600,方管：,每米重量（Kg）=.00785×邊寬×邊寬,,,,,,,,

線材,φ6.5,0.260,圓鋼,φ25,3.850,,┗160×12,29.391,,δ=3,26.600,六角鋼：,每米重量（Kg）=.0068×對(duì)邊直徑×對(duì)邊直徑,,,,,,,,

,φ8,0.395,,φ30,5.550,,┗160×14,33.987,,δ=3.5,30.500,八角鋼：,每米重量（Kg）=.0065×對(duì)邊直徑×對(duì)邊直徑,,,,,,,,

圓鋼,φ10,0.617,,φ32,6.310,,┗160×16,38.518,,δ=4,34.400,螺紋鋼：,每米重量（Kg）=.00617×d0直徑×d0直徑,,,,,,,,

,φ12,0.888,,φ36,7.990,,┗180×14,30.589,,∫=4.5,38.300,*角鋼：,每米重量（Kg）=.00785×（邊寬＋邊寬－邊厚）×邊厚,,,,,,,,

,φ14,1.210,,φ40,9.870,,┗180×16,43.542,,∫=5,42.300,扁鋼：,每米重量（Kg）=.00785×厚度×邊寬,,,,,,,,

,φ16,1.580,,φ42,11.990,,┗180×18,48.634,,∫=5.5,46.200,無縫鋼管：,每米重量（Kg）=.02466×壁厚×（外經(jīng)－壁厚）,,,,,,,,

,φ18,2.000,,φ45,12.480,,┗200×16,48.680,,∫=6,50.100,接縫鋼管：,每米重量（Kg）=.02466×壁厚×（外經(jīng)－壁厚）,,,,,,,,

,φ20,2.470,,φ48,14.210,,┗200×18,54.401,,δ=8,65.800,中厚鋼板：,每米m2重量（Kg）=.00785×厚度,,,,,,,,

,φ22,2.980,,φ50,15.420,,┗200×20,60.056,,δ=8,65.800,薄鋼板：,每米m2重量（Kg）=.00786×厚度,,,,,,,,

,φ24,3.550,,φ56,19.300,,┗200×24,71.168,,,,,,,,,,,,,

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,法蘭重量公式,,,,,,,,,,,,,,,,,,,,

凈重(公斤),,外徑,內(nèi)徑,厚度,凈重,,,,,,,,,,,,,,,,

,,200,0,1,0.25,,（公斤）,,,,,,,,,,,,,,

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,鋼管重量公式,,,,,,,,,,,,,,,,,,,,

外徑mm,,壁厚mm,,長度m,凈重,,,,,,,,,,,,,,,,

108,,4,,1,10.26,,（公斤）,,,,,,,,,,,,,,

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,鋼板重量公式,,,,,,,,,,,,,,,,,,,,

,長mm,寬mm,厚度mm,,重量（公斤）,,,,,,,,,,,,,,,,

,1000,1000,5,,39.25,,,,,,,,,,,,,,,,

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,鋼材理論重量計(jì)算公式,,,,,,,,,,,,,,,,,,,,

,名稱,單位,計(jì)算公式,,計(jì)算舉例,,,,,,,,,,,,,,,,

,圓鋼盤條,kg／m,w=0.006165×d2,,直徑80mm的圓鋼，求每米質(zhì)量,,,,,,,,,,,,,,,,

,,,式中，d為直徑(mm),,每米質(zhì)量=0.00617×802kg=39.488kg,,,,,,,,,,,,,,,,

,螺紋鋼,kg／m,W=0.00617×d2,,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,,,,,,,,,,,,,,,,

,方鋼,kg／m,W=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=0.00785×302kg=7.07kg,,,,,,,,,,,,,,,,

,扁鋼,kg／m,W=0.00785×d×b,,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=0.00785×40×5kg=1.57kg,,,,,,,,,,,,,,,,

,六角鋼,kg／m,W=0.006798×d2,,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=0.006798×502kg=17kg,,,,,,,,,,,,,,,,

,八角鋼,kg／m,W=0.006798×d2,,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:0.0065x802kg=41.60kg,,,,,,,,,,,,,,,,

,等邊角鋼,kg／m,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為端弧半徑,,求4mmx20mm等邊角鋼的每米質(zhì)量,,,,,,,,,,,,,,,,

,,,,,GB9787中查出4mm×20mm等邊角鋼的R為3.5，r為1.2,,,,,,,,,,,,,,,,

,,,,,每米質(zhì)量=0.00785×[4(2×20—4)+0.215(3.52一2×1.22)]kg=1.15kg,,,,,,,,,,,,,,,,

,不等邊角鋼,kg／m,w=0.00785×[d(B+6一d)+0.215(R2一2r2)],,求30rnm×20mmx4mm不等邊角鋼每米質(zhì)量。從GB9788中查出30x20x4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=0.00785×[4(30+20—4)+0.215(3.52—2×1.22)]kg=1.46kg,,,,,,,,,,,,,,,,

,槽鋼,kg／m,w=0.00785[