钢板规格重量表

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1、、钢钣:序号d(mm)厚度G(kg/m2)理论重量10.201.57020.251.96330.302.35540.352.74850.403.14060.453.53370.503.92580.554.31890.604.710100.705.495110.755.888120.806.280130.907.065141.007.850151.108.635161.209.420171.3010.21181.4010.99191.5011.78201.612.56211.713.35221.814.13231.914.92242.015.70252.217.27262.519.63272.8

2、21.98283.023.55293.225.12303.527.48313.829.83323.930.62334.031.40344.232.97354.535.33364.837.68375.039.25385.543.18396.047.10406.551.03417.054.95428.062.80439.070.654410.078.50451186.35461294.204713102.14814109.94915117.85016125.65117133.55218141.35319149.25420157.05521164.95624188.45725196.35826204

3、.15928219.86030235.56132251.26234266.96336282.66438298.3二、工字钢:E说明：旅长边宽d：边厚J 那B：短边寛G:理论重量1/ t诉序号型号H(mm)b(mm)d(mm)G(kg/m)110100684.511.261212120745.013.987312.612674514.223414140805.516.890516160886.020.513618180946.524.143720a2001007.027.929820b2001029.031.069922a2201107.533.0701022b2201129.536.52411

4、24a2401168.037.4771224b24011810.041.2451325a2501168.038.1051425b25011810.042.0301527a2701228.542.8251627b27012410.547.0841728a2801228.543.4921828b28012410.547.8881930a3001269.048.0842030b30012811.052.7942130c30013013.057.5042232a3201309.552.7172332b32013211.557.7412432c32013413.562.7652536a36013610.

5、060.0372636b36013812.0165.6892736c36014014.071.3412840a40014210.567.5982940b40014412.573.8783040c40014614.580.1583145a45015011.580.4203245b45015213.587.4853345c45015415.594.5503450a50015812.093.6543550b50016014.0101.5043650c50016216.0109.3543755a55016612.5105.3553855b55016814.5113.9703955c55017016.5

6、122.6054056a56016612.5106.3164156b56016814.5115.1084256c56017016.5123.9004363a63017613.0121.4074463b63017815.0131.2984563c63018017.0141.189三、轻型工字钢:h)|M说團：斜度：1:6h ；咼度b ；腿宽d :楼厚G ；理论重量序号型号H(mm)b(mm)d(mm)G(kg/m)110100554.59.46212120644.811.5314140734.913.7416160815.015.0518180905.118.4618a1801005.119.9

7、7202001005.221.0820a2001105.222.79222201105.424.01022a2201205.425.811242401155.627.31224a2401255.629.413272701256.031.51427a2701356.033.915303001356.536.51630a3001456.539.217333301407.042.218363601457.548.619404001558.056.120454501608.665.221505001709.576.8225555018010.389.8236060019011.110424656502

8、0012.0120257070021013.01382670a70021015.01582770b70021017.5184三、槽钢:1说明：斜度：i: io1h ； S蛊b ；腿宽丄芥瞳厚理论重量序号型号H(mm)b(mm)d(mm)G(kg/m)1550374.55.43826.363404.86.63436.565404.86.7094880435.08.045510100485.310.007612120535.512.059712.6126535.512.318814a140586.014.535914b140608.016.7331016a160636.517.2401116160

9、658.519.7521218a180687.020.1741318180709.023.0001420a200737.022.6371520200759.025.7771622a220757.024.9991722220799.028.4531824a240787.026.8601924b240809.030.6282024c2408211.034.3962125a250787.027.4102225b250809.031.3352325c2508211.035.2602427a270827.530.8382527b270849.5135.8232627c2708611.539.316272

10、8a280827.531.4272828b280849.535.8232928c2808611.540.2193030a300857.534.4633130b300879.539.1733230c3008911.543.8833332a320888.038.0833432b3209010.043.1073532c3209212.048.1313636a360969.047.8143736b3609811.053.4663836c36010013.059.1183940a40010010.558.9284040b40010212.565.2044140c40010414.571.488四、轻型槽

11、钢:序号型号h(mm)b(mm)d(mm)G(kg/m)1550324.44.8426.565364.45.903880404.57.06410100464.58.59512120524.810.4614140584.912.3714a140624.913.3816160645.014.2916a160685.015.31018180705.116.31118a180745.117.41220200765.218.41320a200805.219.81422220825.421.01522a220875.422.61624240905.624.01724a240955.625.81827270

12、956.027.719303001006.531.820333301057.036.521363601107.541.922404001158.048.3四、等边角钢:序号型号b(mm)d(mm)G(kg/m)122030.889222041.14532.52531.12442.52541.459533031.373633041.78673.63631.65683.63642.16393.63652.6541044031.8521144042.4221244052.976134.54532.088144.54542.736154.54553.369164.54563.9851755032.33

13、21855043.0591955053.7702055064.465215.65632.624225.65643.446235.65654.251245.65686.568256.36343.907公式说明：t:边宽!：边厚S理论重呈266.363514.822276.36365.721286.36387.469296.363109.1513077044.3723177055.3973277066.4063377077.3983477088.373357.57555.818367.57566.905377.57577.976387.57589.030397.5751011.0894088056

14、.2114188067.3764288078.5254388089.658448801011.8744599068.3504699079.65647990810.946489901013.476499901215.940501010069.3665110100710.8305210100812.27653101001015.12054101001217.89855101001420.61156101001623.25757111107111.9285811110813.53259111101016.69060111101219.78261111101422.8096212.5125815.50

15、46312.51251019.1336412.51251222.6966512.51251426.19366141401021.48867141401225.52268141401429.49069141401633.39370161601024.72971161601229.39172161601433.98773161601638.51874181801233.15975181801438.38376181801643.54277181801848.63478202001442.89479202001648.68080202001854.40181202002060.05682202002

16、471.168五、常用型材计算公式:理论車晕棊本公式:m二F*L*p/1000 说明“：車阜阮：F ：斷面程伽门L :底廃 Cm)j 密度 Cg7cm3)序号钢材类别计算公式代号说明12圆角方钢F=a *a-0.8584rra:边宽,r:圆角半径34圆角扁钢F=a&-0.8584rra:宽角,6 :厚度,r :圆角半径5圆钢,钢丝， 圆盘条F=0.7854ddd:半径6六角钢F=0.866aa = 2.598ssa:对边距离,s:边宽7八角钢F=0.8284aa=4.8284ssa:对边距离,s:边宽8钢管F=3.14166(D-6)D:外经,6:壁厚9等边角钢F=d(2b-d)+0.2146(rr-2qq)d:边厚,b:边宽,r :内圆角半径,q:边端 圆角半径10不等边角钢F=d(B+b-d)+0.2146(rr-qq)d:边厚,B:长边宽11工字钢F=hd+2t(b-d)+0.8584(rr-qq)h:高度,b:腿宽,d:腰厚,t:平均腿厚,r:内圆角半径,q:边端圆角半径12槽钢F=hd+2t(b-d)+0.4292(rr-qq)h:高度,b:腿宽,d:腰厚,t:平均腿厚,r:内圆角半径,q:边端圆角半径