扁钢理论重量表大全

...v.Forpersonaluseonlyinstudyandresearch;notformercialuse扁钢理论重量 表 关于同志近三年现实表现材料材料类招标技术评分表图表与交易pdf视力表打印pdf用图表说话 pdf 大全双击自动滚屏发布者：qywl发布时间：2010-4-6阅读：1424次【字体：HYPERLINK"javascript:fontZoom(16)"大HYPERLINK"javascript:fontZoom(14)"中HYPERLINK"javascript:fontZoom(12)"小】扁钢理论重量表大全肇扁钢宽度袃／mm羂理论质量／(kg／m)螇袄5羁6莁7蒇8羅9芄10袁11膈12肇14蒂15芀16羈18袄20螅25虿30蚈8袆0.31袃0.38腿0.44葿 羇 肁 袂 腿 螄 莄 节 罿 螆 蒂 蚁 莆10袇0.39袅0.47肀0.55膆0.63蚄0.71羃 薀 袇 蚆 肁 罿 蚇 螇 蒄 莈 莇12薅0.47薂0.55肂0.66膈0.75蚆0.85羄0.94蒁1.04袈 蒃 肃 羀 薈 蒅 膁 莀 荿13薆0.51薄0.61蝿0.71聿0.82莃0.92蚂1.02腿1.12袀 莅 肄 袂 芆 蒆 膃 莁 肆14芄0.55芁0.66螁0.77螇0.88芅0.99蚃1.10膀1.21薇1.32莆 螂 蕿 芇 膄 膄 聿 肈15芅0.59芃0.71螂0.82螈0.94芆1.06莁1.18膂1.29蕿1.41肄 螃 薁 艿 膅 袂 羀 罿16膇0.63芄0.75蒀0.88螀1.00羄1.13莂1.26衿1.38芆1.51肅1.76蒁 芈 羆 肇 袃 羂 螇18袄0.71羁0.85莁0.99蒇1.13羅1.27芄1.41袁1.55膈1.70肇1.96蒂2.12芀2.26羈 袄 螅 虿 蚈20袆0.78袃0.94腿1.10葿1.26羇1.41肁1.57袂1.73腿1.88螄2.28莄2.36节2.51罿2.63螆 蒂 蚁 莆22袇0.86袅1.04肀1.21膆1.38蚄1.55羃1.73薀1.90袇2.07蚆2.42肁2.69罿2.76蚇3.11螇3.45蒄 莈 莇24薅0.94薂1.13肂1.32膈1.51蚆1.69羄1.88蒁2.07袈2.26蒃2.64肃2.83羀3.01薈3.39蒅3.77膁 莀 荿25薆0.98薄1.18蝿1.37聿1.57莃1.77蚂1.96腿2.16袀2.36莅2.75肄2.94袂3.14芆3.53蒆3.92膃 莁 肆28芄1.10芁1.32螁1.54螇1.76芅1.98蚃2.20膀2.42薇2.64莆3.08螂3.28蕿3.52芇3.96膄4.40膄5.49聿 肈30芅1.18芃1.41螂1.65螈1.88芆2.12莁2.36膂2.59蕿2.83肄3.30螃3.53薁3.77艿4.24膅4.71袂5.89羀 罿32膇 芄1.51蒀1.76螀2.01羄2.26莂2.51衿2.76芆3.01肅3.52蒁3.77芈4.02羆5.02肇5.02袃6.28羂7.54螇35袄 羁1.65莁1.92蒇2.19羅2.47芄2.75袁3.02膈3.29肇3.85蒂4.12芀4.39羈4.95袄5.49螅6.87虿8.24蚈36袆 袃1.70腿1.98葿2.26羇2.54肁2.83袂3.11腿3.39螄3.96莄4.24节4.52罿5.09螆5.65蒂7.06蚁8.48莆38袇 袅 肀2.09膆2.39蚄2.68羃2.98薀3.28袇3.58蚆4.18肁4.47蚅4.775.375.977.468.9540  2.202.512.833.143.453.774.404.715.025.656.207.859.4245   2.833.183.533.894.244.955.295.656.367.068.8310.60槽钢理论重量表大全槽钢理论重量规格型号重量/米(kg)50*37*4.55*5.4463**40*4.86.3*6.63565*40*4.86.5*6.780*43*58*8.100*48*5.310*10.007120*53*5.512*12.06126*53*5.512.6*12.37140*60*814*A14.53140*60*814*B16.73160*63*6.516*A17.23160*65*8.516*B19.755*68*718*A20.17*70*918*B23200*73*720*A22.637200*75*920*B25.777220*77*722*A24.999220*79*922*B28.453240*78*724*A26.86240*80*924*B30.628250*78*725*A27.41250*80*925*B31.335270*82*7.527*A30.838270*84*9.527*B35.280*82*7.528*A31.427280*84*9.528*B35.823300*85*7.530*A34.463300*87*9.530*B39.173320*88*832*A38.320*90*1032*B43.107360*96*936*A47.814360*98*1136*B53.466400*100*10.540*A58.928400*102*12.540*B65.208热轧等边角钢理论重量表型号尺寸〔mm)理论重量型号尺寸〔mm)理论重量边宽厚度kg/m边宽厚度kg/m22030.8779901013.47641.1451215.942.52531.1211010069.36641.459710.8333031.373812.27641.7861015.1244031.8521217.89842.4221420.61152.9761623.25755032.33211110711.92843.813.53253.771016.6964.4651219.7826.36343.1422.80954.82212.5125815.50465.7211019.13387.4691222.696109.1511426.19377044.372141401021.48855.3971225.52266.4061429.4977.3981633.39388.373161601024.7297.57555.8181229.39166.9051433.98777.9761638.51889.03181233.1591011.1438.38388056.2211643.54267.3761848.63478.525202001442.89489.6581648.681011.8741854.40199068.352060.79.6562471.168810.946角钢理论重量表大全角钢理论重量表及角钢理论重量计算等边角钢理论重量计算钢材理论重量计算的计量单位为公斤〔kg〕。其根本公式为：W〔重量，kg〕=F〔断面积mm2〕×L〔长度，m〕×ρ〔密度，g/cm3〕×1/1000钢的密度为：7.85g/cm3，各种钢材理论重量计算公式如下：名称〔单位〕计算公式符号意义计算举例等边角钢〔kg/m〕W=0.00785×[d〔2b"Cd〕+0.215〔R2"C2r2〕]b=边宽d=边厚R=弧半径r=端弧半径求20mm×4mm等边角钢的每m重量。从冶金产品目录中查出4mm×20mm等边角钢的R为3.5，r为1.2，那么每m重量=0.00785×[4×〔2×20"C4〕+0.215×〔3.52"C2×1.22〕]=1.15kg型号尺寸(mm)长度(m)理论重量(kg/m)边宽边厚220343-90.8891.1452.525343-91.1241.45933030343-91.3731.7863.6363453-91.6562.1632.6544403453-91.8522.4222.9764.54534564-122.0882.7363.3693.98555034564-122.3323.3.7704.4655.65634584-122.6243.4464.2516.5686.3634568104-123.9074.8225.7217.4699.151770456784-124.3725.3976.4067.3988.3737.5755678104-125.8186.9057.9769.03011.8805678104-126.2117.3768.5259.65811.87499067810124-198.3509.65610.94613.47615.94010100678101214169.36610.83012.27615.12017.89820.61123.25711110781012144-1911.92813.53216.69019.78222.80912.51251012144-1919.13322.69626.19314140101214164-1921.48825.52229.49033.39316160101214166-1924.72929.39133.98738.51818121416186-1933.15938.38343.54248.6342020014161820246-1942.89448.68054.40160.71.168  热轧等边角钢尺寸及重量      计算公式：W(kg/m)=0.00785*边厚*〔2边宽-边厚〕不等边角钢理论重量计算钢材理论重量计算的计量单位为公斤〔kg〕。其根本公式为：W〔重量，kg〕=F〔断面积mm2〕×L〔长度，m〕×ρ〔密度，g/cm3〕×1/1000钢的密度为：7.85g/cm3，各种钢材理论重量计算公式如下：名称〔单位〕计算公式符号意义计算举例不等边角钢〔kg/m〕W=0.00785×[d〔B+b"Cd〕+0.215〔R2"C2r2〕]B=长边宽b=短边宽d=边厚R=弧半径r=端弧半径求30mm×20mm×4mm不等边角钢的每m重量。从冶金产品目录中查出30×20×4不等边角钢的R为3.5，r为1.2，那么每m重量=0.00785×[4×〔30+20"C4〕+0.215×〔3.52"C2×1.22〕]=1.46kg型号尺寸〔mm〕理论重量〔kg/m〕长边宽短边宽边厚2.5/1625251616340.9121.1763.2/2322031.171322041.5224/2.5402531.484402541.9364.5/2.8452831.687452842.2035/3.2503231.908503242.4945.6/3.6563632.153563642.818563653.4666.3/4634043.185634053.920634064.638634075.3397/4.5704543.570704554.403704565.218704576.0117.5/5755054.808755065.699755087.4317550109.0988/5805055.005805065.935805076.848805087.7459/5.6905655.661905666.717905677.756905688.77910/6.31006367.5501006378.7221006389.878100631012.14210/81008068.3501008079.65610080810.946100801013.47611/71107068.3501107079.65611070810.946110701013.47612.5/812580711.12580812.511125801015.474125801218.33014/914090814.160140901017.475140901220.724140901423.90816/101601001019.8721601001223.5921601001427.2471601001630.83518/111101022.2731101226.4641101430.5891101634.64920/12.52001251229.7612001251434.4362001251639.2001251843.588扁钢理论重量表 规格  长度  理论重量  宽度  厚度  m  (kg/m)  10  345678  0.240.310.390.470.550.63  12  345678   0.280.380.470.570.660.75  14  345678  0.330.440.550.660.770.88  16  345678910  0.380.500.630.750.881.001.151.26  18  345678910  30.420.570.710.850.991.131.271.41  20  3456789101112  0.470.630.780.941.101.261.411.571.731.88  22  34567891011120.520.690.861.041.211.381.551.731.902.07  25 34567891011121416  0.590.790.981.181.371.571.771.962.162.362.752..943.14  28  34567891011121416 0.660.881.101.321.541.761.982.202.422.643.083.283.53  30  345678910111214161820  0.710.941.181.411.651.882.122.362.592.833.303.533.774.244.71  32  345678910111214161820  0.751.011.251.501.762.012.262.552.763.013.513.774.024.525.02  35  345678910111214161820222528  0.821.101.371.651.922.202.472.753.023.303.854.124.404.955.506.046.877.69  40  345678910111214161820222528  0.941.261.571.882.202.512.833.143.453.774.405.025.656.286.917.858.79  45  34567891011121416182022252830321.061.411.772.122.472.833.183.533.894.244.955.656.367.077.778.839.8910.6011.3012.72  50  345678910111214161820222528303236 1.181.571.962.362.753.143.533.934.324.715.506.287.077.858.649.8110.9911.7812.5614.13  55  45678910111214161820222528303236  1.732.162.593.023.453.894.324.755.186.046.917.778.649.5010.7912.0912.9513.8215.54  60  456789101112141618202225283032364045    1.882.362.833.303.774.244.715.185.656.597.548.489.4210.3611.7813.1914.1315.0716.9618.8421.20  65  456789101112141618202225283032364045   2.042.553.063.574.084.595.105.616.127.148.169.1910.2111.2312.7614.2915.3116.3318.3720.4122.96  70 456789101112141618202225283032364045  2.202.753.303.854.404.955.506.046.597.698.799.8910.9912.0913.7415.3916.4917.5819.7821.9824.73  75  456789101112141618202225283032364045   2.362.943.534.124.715.305.896.487.078.249.4210.6011.7812.9514.7216.4917.6618.8421.1923.5526.49   80  567891011121416182022252830323640455056   3.143.774.405.025.656.286.917.548.7910.0511.3012.5613.8215.7017.5818.8420.0922.6125.1228.2631.4035.1785  56789101112141618202225283032364045505660 3.344.004.675.346.016.677.348.019.3410.6812.0113.3514.6816.6818.6820.0221.3524.0226.6930.0333.3637.3640.04  90 56789101112141618202225283032364045505660   3.534.244.955.656.367.077.778.489.8911.3012.7214.1315.5417.6619.7821.2022.6125.4328.2631.7935.3339.5642.39  95  567891011121416182022252830323640455056603.734.475.225.976.717.468.208.9510.4411.9313.4214.9216.4118.6420.8822.3723.8626.8529.8333.5637.2941.7644.75  100  56789101112141618202225283032364045505660  3.934.715.506.287.077.858.649.4210.9912.5514.1315.7017.2719.6321.9823.5525.1228.2631.4035.3339.2543.9647.10  105  56789101112141618202225283032364045505660   4.124.955.776.597.428.249.079.8911.5413.1914.8416.4918.1320.6123.0824.7326.3729.6732.9737.0941.2146.1649.46  110  56789101112141618202225283032364045505660  4.325.186.046.917.778.649.5010.3612.0913.8215.5417.2719.0021.5924.1825.9127.6331.0934.5438.8643.1848.3551.81  120  56789101112141618202225283032364045505660 4.715.656.597.548.489.4210.3611.3013.1915.0716.9618.8420.7223.5526.3828.2630.1433.9137.6842.3947.1052.7556.52  125  67891011121416182022252830323640455056605.896.877.858.839.8110.7911.7813.7415.7017.6619.6321.5824.5327.4829.4431.4035.3239.2544.1649.0654.9558.88  130  6789101112141618202225283032364045505660   6.127.148.169.1810.2111.2312.2514.2916.3818.3720.4122.4525.5128.5730.6232.6536.7340.8245.9251.0357.1461.23  140 789101112141618202225283032364045505660   7.698.799.8910.9912.0913.1915.3917.5819.7821.9824.1827.4830.7732.9735.1739.5643.9649.4654.9561.5465.94  150  789101112141618202225283032364045505660   8.249.4210.6011.7812.9514.1316.4918.8421.2023.5525.9129.4432.9735.3337.6842.3947.1052.9958.8865.9470.65  ...v.以下无正文仅供个人用于学习、研究；不得用于商业用途。 толькодлялюдей,которыеиспользуютсядляобучения,исследованийинедолжныиспользоватьсявкоммерческихцелях. Forpersonaluseonlyinstudyandresearch;notformercialuse.NurfürdenpersönlichenfürStudien,Forschung,zukommerziellenZweckenverwendetwerden.Pourl'étudeetlarechercheuniquementàdesfinspersonnelles;pasàdesfinsmerciales.