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1、六角钢规格重量表参照YB160-63对边宽(mm)截面面积(cm2)理论重量(kg/m)对边宽(mm)截面面积(cm2)理论重量(kg/m)80.55420.435286.7905.3390.70150.551307.7946.12100.8660.680328.8686.96111.0480.8233410.0107.86121.2470.9793611.2208.81131.4631.1503812.5109.82141.6971.334013.8610.88151.9481.534215.2711.99162.2171.744517.5413.77172.4901.964820.0015
2、.66182.8062.205021.6416.99193.1262.455324.3319.10203.4642.725627.1521.32213.8223.005828.1322.08224.1913.296031.1824.50234.5813.596334.3726.98244.9933.926536.5923.70255.4124.256840.0431.43265.8474.597042.2333.30276.3134.96注(1)六角钢的长度规定如下：A. 通常长度：26m;B. 定尺或倍尺长度在合同中确定。长度小于1.5m的短尺钢材的交货数量，不得超过一批订货总量的15% ( GB705-65)规定为10%。(2) 六角钢不得有显著的扭转。(3) 六角钢的端头应切得正直。(4) GB705-65 :每米弯曲不得大于8mm总弯曲度不得大于钢材总长度0.6%。
