五金材料 每米重量汇总表.docx

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1、镀锌钢管理论重量表公称口径外径一破钢笆加以钢管min公称尺寸ni1.壁呼Iin理论币.tkm壁厚WTI理论审中kfc.n61/81020.392.50.4681/413.52.250.622.750.73IO3/8172.250.822.750.97151/221.22.751.263.251.45203/426.82.751.633.52.0125133.53.252.4242932H1./442.3X25X】313.78-10112483.5X811.254.58502603.54.884.56.16652H275.53.756.644.57.8880388.548.344.759.811

2、00IUiI10.85513.141255I1.O4.515.04S.518.2415061654.517.815.521.方第I管OIBT尺寸厚JX尺寸耳度S尺寸厚JX(DXB)mm(t)mmkg/m(DXB)mm(t)mmkg/m(DXB)mm(1)mmkg/m12x12100.33002.52.92002.04.548016x1612056702.83.1650235.28601.2066303.034500286.270019x191.50.790040x404.04,46003.06.63001.50.78801.52.2S60408.650020x202.0106002.02.95

3、0045974001.2090202.33.46005823加151.07502.53.710075x756.01242902.013800284.1730808060322b7热轧无缝钢管理论重量表单位3Kg.m外径33.544.555.56322.1162.1602.7623.0523.3293.5943.847二2.5892.9783.613.7181.0694.4084.735122.8853.3233.7491.1624.5624.9515.327153.1073.5824.0114.4951.9325.3585.771R3.4771.0141.5385.0195.&196.0366

4、.511Si3.7731.3594.9325.1936.(M26.5787.103573.9951.6185.2285.8266.1126.9857.546如4.2174.8775.5246.1596.7827.3927.990&3.54.4765.1795.8696.5187.2117.867.5084.8095.5676.3137.0177.7688.1779.174701.9575.7406.5117.2698.0158.7499.470735.1795.9996.8077.6028.3859.1569.911?65.4016.2587.1037.9358.7559.56310.358沟

5、6.3637.3808.3859.37810.35811,32612.2811087.768902010.25911.48612.70113.90315.09313311.17812.72514.26115.78317.29418.79215913.42215.29017,14618.98920.82122.63921918.60121.20923.80526.38828,95931.51727323.26226.53629,79733.01636.28339.50832527.75031.66535.56839.15843.33747.20215538.89743.15847.40651.6

6、4111741,33915.87150,39054.89712616.77751.91357.03662.1471501030B30单位:Kgftn外径6.5788.591012324.0885.019125.691156.172SO6.9737.4238.2868.699N7.6118.1149.0759.538578.0958.6329.66710.167必8.5769.w10.25910.796阻59.1379.75410.95011,529图9.85810.53011.83812.4737010.17U10.87612.23212.89213.53911.79717.161；310.6

7、6011.39412.82413.52114.20515.53718.0527611.IH11.91213.11614,15014.87116,27718.910汨13.22514.15615.98116,87517.75619,48322.78710816.27017.43619.72920.85821.97324.16828.41013320.27821.75124.66226.09827.52230.33435.8091592-1.11626,21029.79131,54833.29336.74643.503”934.06436.59841.62944.12646.61051,54361

8、.25937342.72045.92052.28355.14558.59681.86077.24012551.05654.89762.54266.34670.13777.68492.629班55.86560,07668.J6072,63176.79685,082101.50717759.39163.87372.80177,24681.67990.508108.01812667.21672.33282.46887.51892.555102.592122.51915071.09376.47587.20392.54997.882108.511129.62)18075.90281,65493.1229

9、8,837104.540115.909138.4993083.91790,286102.987109,319115.638128.240153.2963099.947107.549122.716130.281137.833152.902182.890注，计猝常用型材理论重地计尊公式：三=F1.Pn场址Kg：F一断面枳m,7m；.-长度In；P密度*Kgm,其中；F断面积计眸方法；1、方纲F=a:2、钢苻E=3.M16S(1-$)D-口径S厚慢3.钠板、扁钢F=aSa一宽度潜度；钢材：7.85*10,kgm;铝：2.5-2.95*103钢：8.458.9*103恃铁：6.6-7*103尼龙：1.

10、04-1.15*103o筋理论重量计算用钢筋直径（BnO的平方乘以0.006170.617是圆10纲筋短米取量,钢筋重做及直径（半径）的平方成正比。C=C.617*D*D100米的近M（Kg）=钢筋的且径GnM）X钢筋的直径（叩00.00617其实记住建设工程常用的纲筋重盘也很简洁46=0.222KK6.5=0.26k8=0.395kg*68-4,5KW11.261I2Q*74512#141.40t805J14#16.9I6(IKK6IM20.513IMrM*6.518#24.1432OO*100*72(WA27,929200102*92(MB31.122O1IO*7J522#A33.0722O*112W22*BW52S240*116*824M37.4240*118*1024HB412250*1I6*S25ffA38.105250”18*1025。R42.03270*122*8.5276A42.8270*124*10.527#B47.12X0122*8.52%A43.42