钢结构理论重量表Word格式.docx

1、32.8331.8436.2434.9139.91理论重量（kg/m）5.446.638.0410.0012.3714.5316.7317.2319.7420.1722.9922.6325.7724.9928.4527.4731.3925c2508244.9135.3228a28012.56.240.0231.4228b8445.6235.81长度： 5-8 号长 5-12m ； 10-18 号长 5-19m ；20-40 号长 6-19m 制造钢号： A3 ，A3F， B3F 等焊管尺寸规格表双击自动滚屏 焊管尺寸规格表mm壁 厚 mmO50.60.8 1.0 1.21.4 1.51.6 1

2、.82 O 2.2 2.5 2.83.0 3.2 3.5钢管的理论质量 （kg m）O0550.065 O 083O09980.092 O109 O142O173 O 20110 0.117 O139 0.181 0.2220.260120.142 O169O221O271O320O366O3880.41013O1830.2410.296 O3430.400 O4250.45014150.198 O260O321O379 O435O462O 489O123 0.280 O 345 0.408 O470O499O529O228O 300 O 370 0.4380.504 O536O 568170

3、.243 O320O395O4680.359 O573O 6080.2570.339 O419 O497 O5730.6100.64719O272 O3590,4440.5270.608 O647 O687200.2870.379 O469 O556 O642O684O7260.808 0.88821220.3990.4930.5860.677 O721O765 0.852 0.937O418O518O616O7UO758O 805O8970.9861.07425O477O592O704 0.815 O869O 9231.030 1.1341.2371.38728O537O666 O793 0

4、.918 O980 1.04121.163 1.2821.4001.572 1.740300.576 O 715 0.8520.9871.0541.1211.252 1.3811.5081.695 1.8781.99732O 764 0.9111.0651.1281.1991.341 1.4801.6171.18192.0162.14534O814 O 9711.1251.2021.2781.429 1.5781.7251.942 2.1542.293O8881.0591.2291.3131.3971.562 1.7261.888 2.127 2.3612.515外径 mmO5 0.6O.81

5、O1.21.41.51.61.82O2.22,52.83.03.23.5380.9121.0891.2641.3501.4361.6071.7761.9422.1892.4302.5892.7462.978O9621.1481.3331.4241.5151.6961.8742.0512.3122.5692.7372.9043.150451.091.301.5l1.611.711.922.122.322.622.913.113.303.58461.331.541.651.751.962.172.382.682.983.183.383.668481.381.6l1.721.832.052.272.

6、482.813.123.333.543.841.441.681.791.912.142.372,592.933.263.483.694Ol5l1.471.952.182.422.652.993.553.774.10531.531.781.902.032.522.763.473.703.934.27541.561.821.942.072.563.174.014.36601.742.022.162.302.582.863.143.954.224.484.8863.51.842.292.442.743.033.764.194.765.18652.352.503.413.854.294.595.312

7、.703.353.684.164.644.965.275.74762.943.293.654.004.535.055.406.262.903.094.785.335.706.066.60833OI3.2l3.603.994.385.545.926.306.86893.243.453.874.715.956.366.777.38953.464.145.036.376.8l17.247.90焊管理论重量表与焊管理论重量计算公式规格外径 （mm）壁厚 （mm）最小壁厚（mm）焊管（ 6 米定尺）镀锌管 （6 米定尺）kg/m公称内径 英寸DN151/221.32.451.287.681.3578.1

8、4DN203/426.91.669.961.7610.56DN25133.72.4114.462.55415.32DN321.2542.43.063.3620.163.5621.36DN4048.323.224.124.6DN80388.948.3850.288.8853.28DN100114.310.8865.2811.5369.18DN12514015.0490.2415.94298.65DN1506168.318.18109.0819.27115.62DN200219.1（焊管） 6.031.53189.18（热镀锌） 6.536.12216.7角钢理论重量表尺寸 （mm）长度（m）边宽

9、边厚0.88923-91.1451.1242.51.4591.3731.7861.6563.6362.1632.6541.8522.4222.9764-122.0882.7363.3693.9852.3323.0593.7704.4652.6243.4465.6564.2516.5683.9074.8225.7217.4699.1514.3725.39776.4067.3988.3735.8186.9057.9769.03011.0896.2117.3768.5259.65811.8748.3509.6569904-1910.94613.47615.9409.36610.83010012.27

10、615.12017.89820.61123.25711.92813.5321111016.69019.78222.80919.13312522.69626.19321.48825.52229.49033.39324.72929.3916-1933.98738.51833.15938.38343.54248.63442.89448.68054.40160.0562471.168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 ）。其基本公式为：W （重量， kg ） = F （断面积 mm2

11、 ） L （长度， m ）（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 ?C d ）+0.215 （R2 ?C 2 r 2 ）B= 长边宽 b= 短边宽 d= 边厚 R= 内弧半径 r= 端弧半径求 30 mm 20mm 4m不m 等边角钢的每 m 重量。 从冶金产品目录中查 出 30 20 不4 等边角钢的 R 为 3.5 ，r 为 1.2 ，则每 m 重量 = 0.00785 4 （30+20 ?C 4 ） +0.215 （

12、3.52 ?C 2 ）1=. 21 .24 6kg尺寸（ mm ）理论重量（ kg/m ）长边宽短边宽2.5/161.1763.2/21.1711.5224/2.51.4841.9364.5/2.81.6872.2035/3.21.9082.4942.1535.6/3.62.8183.4663.1856.3/43.9204.6385.3397/4.53.5704.4035.2186.0117.5/54.8085.6997.4319.0988/55.0055.9356.8487.7459/5.65.6616.7177.7568.77910/6.37.5508.7229.87812.14210/8

13、11/712.5/811.06612.51115.47418.33014/914.16017.47520.72423.90816/1019.87223.59227.24730.83518/1122.27326.46430.58934.64920/12.529.76134.43639.04543.588工字钢理论重量表大全热轧普通工字钢每米重量表尺寸（毫米）（厘米 2）理论重量 （公斤 / 米）hbdr1687.63.314.311.2126748.418.114.25.59.13.821.516.9889.926.120.59410.74.330.624.120a11.435.527.920b10239.531.122a12.3423322b11246.436.425a11648.538.111853.512213.75.355.4543.412461.0547.932a3201305.867.0552.732b13273.4557.732c13413.579.9562.836a36013615.876.359.936b13883.565.636c90.7