常用钢材理论重量表(理论值).xls

常用钢材理论重量表名称规格单重名称规格单重名称规格单重工字钢（Kg/m）槽钢（Kg/m）角钢（Kg/m）工1011.216［55.44┗25×41.459工1213.987［6.36.634┗30×41.786工12.614.223［88.045┗40×42.422工1416.89［1010.007┗50×53.7工1620.513［1212.059┗50×64.465工1824.143［12.612.318┗56×54.251工20a27.929［14a14.535┗60×65.42工20b31.069［14b16.733┗63×54.822工22a33.07［16a17.24┗63×65.721工22b36.524［1619.752┗70×66.406工24a37.477［18a20.174┗70×77.398工24b41.245［1823┗70×88.373工25a38.105［20a22.637┗75×66.905工25b42.03［21a25.777┗75×89.03工28a43.492［22a24.999┗80×67.376工28b47.888［2228.453┗80×89.658工30a48.084［24b30.628┗80×1011.874工30b52.794［25a27.41┗90×68.35工30c57.504［25b31.335┗90×810.946工32a52.717［25c35.26┗90×1013.476工32b57.741［28a31.427┗90×1215.94工32c62.765［28b35.823┗100×69.366工36a60.037［28c40.219┗100×812.276工36b65.689［30a34.463┗100×1015.12工36c71.341［30b39.173┗100×1217.898工40a67.598［30c43.886┗110×813.532工40b73.878［32a38.088┗110×1016.69工40c80.158［32b43.107┗110×1219.782工45b87.485［32c48.131┗125×815.504工45c94.55［36a47.814┗125×1019.133工56b115.108［36b53.466┗125×1222.696工56c123.9［36c59.118┗140×1021.488工63b131.298［40a58.928┗140×1225.522工63c141.189［40b65.204┗140×1429.49圆钢规格Kg/M［40c71.488┗140×1633.393（螺纹钢）φ6.50.26┗160×1229.391φ80.395┗160×1433.987φ100.617┗160×1638.518φ120.888花纹板规格Kg/M2┗180×1430.589φ141.21菱形┗180×1643.542φ161.58δ=2.521.6┗180×1848.634φ182δ=325.6┗200×1648.68φ202.47δ=3.529.5┗200×1854.401φ222.98δ=433.4┗200×2060.056φ243.55∫=4.537.3┗200×2471.168φ253.85∫=542.3φ305.55∫=5.546.2φ326.31∫=650.1φ367.99δ=866.8φ409.87φ4211.99φ4512.48φ4814.21φ5015.42φ5619.3名称规格Kg/M2钢板∫=17.85∫=1.511.78∫=215.7∫=2.519.63∫=323.55∫=431.4∫=539.25∫=647.1∫=862.8∫=1078.5∫=1294.2∫=14109.9∫=16125.6∫=18141.3∫=20157∫=22172.7∫=25196.3∫=28219.8∫=30235.5∫=32251.2∫=36282.6钢轨38K38.7343K44.6550K51.51QU8063.69钢材理论重量简易计算方法圆钢每米重量（Kg）=.00617×直径×直径方管每米重量（Kg）=.00785×边宽×边宽六角钢每米重量（Kg）=.0068×对边直径×对边直径八角钢每米重量（Kg）=.0065×对边直径×对边直径螺纹钢每米重量（Kg）=.00617×d0直径×d0直径角钢每米重量（Kg）=.00785×（边宽＋边宽－边厚）×边厚扁钢每米重量（Kg）=.00785×厚度×边宽无缝钢管每米重量（Kg）=.02466×壁厚×（外径－壁厚）接缝钢管每米重量（Kg）=.02466×壁厚×（外径－壁厚）中厚钢板每米m2重量（Kg）=.00785×厚度