常用型钢角钢理论重量表.doc

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1、常用型钢、钢板理论换算表一（角钢、板材类）型号尺寸（mm）截面面积（cm）2长度（m）每米重量（Kg/m）板材边宽边厚厚度（mm）重量(Kg/m2)L2525341.431.863～91.121.4617.85L3030341.752.283～91.371.791.29.421.259.81L36363452.112.763.383～91.662.162.651.511.782.0015.702.519.63L40403452.363.093.793～91.852.422.983.0023.533.225.123.527.48L45453453.494.295.084～122.743.37

2、3.994.0031.404.535.33539.25L50504563.904.805.694～123.063.774.47647.10862.801078.50L56564584.395.428.374～123.454.256.571294.2014109.9015117.75L63634564.986.147.294～123.914.825.7216125.6020157.0025196.258109.5211.664～127.479.1530235.5032251.2035274.7540314.0045353.2550392.5055431.7560471.0070549.508

3、0628.00常用钢材理论换算表二（园钢类）直径(mm)截面面积（cm2）每米重量（Kg.m）直径(mm)截面面积（cm2）每米重量（Kg.m）直径(mm)截面面积（cm2）每米重量（Kg.m）50.200.154012.579.86562419.335.50.240.194213.8510.87115103.8281.560.280.224515.9012.4820.63.332.606.50.310.264818.1014.2014.31.601.2670.380.305019.6415.429.50.70.5680.500.405322.0617.3290.640.505523.76

4、18.65100.790.625826.4220.74110.950.756028.2722.19121.130.896331.1724.47131.331.046533.1826.05141.541.216836.3228.51151.771.397038.4830.21162.011.587544.1834.68172.271.788050.2739.46182.552.008556.7544.55192.842.239063.6249.94203.142.479570.8855.64213.462.7210078.5461.65223.802.9810586.5967.97234.1

5、53.2611095.0374.60244.523.55120113.1088.78254.913.85125122.7296.33265.314.17130132.73104.20275.734.49140153.94120.84286.164.83150176.72138.72296.615.18160201.06157.83307.075.55170226.98178.18317.555.93180254.47199.76328.046.31190283.53222.57338.556.71200314.16246.62349.087.13210346.36271.89359.627

6、.55220380.13298.403610.187.99240452.39355.123811.348.90250490.88385.34常用钢材理论换算表三（热轧普通槽钢类）型号截面面积（cm2）每米重量（Kg.m）型号截面面积（cm2）每米重量（Kg.m）型号截面面积（cm2）每米重量（Kg.m）55.4420a22.6328a31.426.36.632025.7728b35.816.56.7022a24.9928c40.2188.042228.4530a34.451010.0024a26.5530b39.161212.0624b30.6230c43.8112.612.3724c34

7、.3932a38.2214a14.5325a27.4732b43.2514b16.7325b31.3932c16a17.2325c35.3236a1619.7427a30.8336b18a20.1727b35.0736c1822.9927c39.03常用钢材理论换算表四（热轧普通工字类）型号截面面积（cm2）每米重量（Kg.m）型号截面面积（cm2）每米重量（Kg.m）型号截面面积（cm2）每米重量（Kg.m）1030a