钢结构理论重量(1)

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H 型钢

工字钢公式与质量表

鱼尾板每块重量表

简介:钢轨类型尺寸(毫米)横截面面积(厘米2) 每块加工后的重量(公斤) 鱼尾板标准号A B C D 5公斤/米212 26 52 56 1.76 0.269 YB229-63 8公斤/米270 30 70 70 3.49 0.687 ...

26,槽200x65x20x2.5,200,65,20,2.5,18.1,44,842,4813200,441720,1760,3366860000 27,槽200x65x20x3.0,200,65,20,3,18.1,44,1010,5775840,530060,3030,4040230000 28,槽200x70x20x2.0,200,70,20,2,20,44,727,4400400,467100,920,3185500000

29,槽200x70x20x2.2,200,70,20,2.2,20,48,796,4798700,506400,1200,3548520000 30,槽200x70x20x2.5,200,70,20,2.5,20,48,898,5382100,562700,1800,3981870000 31,槽200x70x20x3.0,200,70,20,3,20,48,1037,6027840,629540,3120,4778240000

32,槽220x70x20x2.5,220,70,20,2.5,19,46,910,6263600,539850,1900,4877150000 33,槽220x70x20x3.0,220,70,20,3,19,46,1092,7516320,647820,3280,5852580000

34,槽220x70x20x3.2,220,70,20,3.2,19,46,1165,8017410,691000,3980,6242670000 35,槽220x75x20x2.0,220,75,20,2,20.8,51,787,5744500,568800,1290,4109230000 36,槽220x75x20x2.2,220,75,20,2.2,20.8,51,862,6268500,617100,1760,4609302000 37,槽220x75x20x2.5,220,75,20,2.5,20.7,51,973,7037600,686600,1950,5707180000 38,槽220x75x20x3.0,220,75,20,3,20.7,51,1119,7621240,761170,3360,6848620000 39,槽220x75x20x3.2,220,75,20,3.2,20.7,51,1194,8342660,811910,4080,7305200000 40,槽250x70x20x2.5,250,70,20,2.5,17.6,44,978,8441830,560030,2040,6427600000 41,槽250x70x20x3.0,250,70,20,3,17.6,44,1174,10130190,672040,3530,7713120000 42,槽250x70x20x3.2,250,70,20,3.2,17.6,44,1252,10805540,716840,4280,8227320000 43,槽250x80x20x2.5,250,80,20,2.5,21,51,1024,9098080,766550,2140,8721010000 44,槽250x80x20x3.0,250,80,20,3,21,51,1229,10917690,919850,3690,10465300000

各行数字含义(以最后一行为例):

槽250x80x20x3.0:

截面高度H=250mm;

截面宽度B=80mm;

卷边宽度C=20mm;

厚度t=3mm;

Y轴距离z0=21mm;

偏心距e=51mm;

截面面积A=1229mm2;

惯性矩Ix=10917690mm4;

惯性矩Iy=919850mm4;

截面模量Wx=87342mm3;

截面模量Wy=15591mm3;

回转半径ix=94.3mm;

回转半径iy=27.4mm;

抗扭惯性矩It=3690mm4;

扇形惯性矩Iw=10465300000mm4;

单位重量=A*7850/1000000=9.648Kg/m;

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