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工字钢、槽钢、圆钢规格重量

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Bb.tr截面面积每米重量外表面积

cm2kg/mm2/m

L25x16x3251633.51.160.910.08L25x16x4251643.51.51.180.08

L32x20x3322033.51.491.170.1L32x20x4322043.51.941.520.1

L40X25X34025341.891.480.13L40X25X44025442.471.940.13

L45X28X34528352.151.690.14L45X28X44528452.812.20.14

L50X32X3503235.52.431.910.16L50X32X4503245.53.182.490.16

L56X36X35636362.742.150.18L56X36X45636463.592.820.18L56X36X55636564.423.470.18

L63X40X46340474.063.190.2L63X40X56340574.993.920.2L63X40X66340675.914.640.2L63X40X76340776.85.340.2

L70X45X4704547.54.553.570.23L70X45X5704557.55.614.40.23L70X45X6704567.56.645.220.23L70X45X7704577.57.666.010.23

L75X50X57550586.134.810.25L75X50X67550687.265.70.24L75X50X87550889.477.430.24L75X50X10755010811.599.10.24

L80X50X58050586.3850.26L80X50X68050687.565.930.25L80X50X78050788.726.850.25L80X50X88050889.877.750.25

L90X56X59056597.215.660.29

热轧不等边角钢规格mm

尺 寸截 面 信 息L90X56X69056698.566.720.29L90X56X79056799.887.760.29L90X56X890568911.188.780.29

L100X63X6100636109.627.550.32L100X63X71006371011.118.720.32L100X63X81006381012.589.880.32L100X63X1010063101015.4712.140.32

L100X80X61008061010.648.350.35L100X80X71008071012.39.660.35L100X80X81008081013.9410.950.35L100X80X1010080101017.1713.480.35

L110X70X61107061010.648.350.35L110X70X71107071012.39.660.35L110X70X81107081013.9410.950.35L110X70X1011070101017.1713.480.35

L125X80X71258071114.111.070.4L125X80X81258081115.9912.550.4L125X80X1012580101119.7115.470.4L125X80X1212580121123.3518.330.4

L140X90X81409081218.0414.160.45L140X90X1014090101222.2617.480.45L140X90X1214090121226.420.720.45L140X90X1414090141230.4623.910.45

L160X100x10160100101325.3119.870.51L160X100x12160100121330.0523.590.51L160X100x14160100141334.7127.250.51L160X100x16160100161339.2830.840.51

L180X110X10180110101428.3722.270.57L180X110X12180110121433.7126.460.57L180X110X14180110141438.9730.590.57L180X110X14180110161444.1434.650.57

L200X125X12200125121437.9129.760.64L200X125X14200125141443.8734.440.64L200X125X16200125161449.7439.040.64L200X125X18200125181455.5343.590.64IxMax-WxMin-Wxi.xIx1yoIyMax-WyMin-Wy

cm4cmcm4cmcm4

0.70.820.430.781.560.860.220.530.190.880.980.550.772.090.90.270.60.24

1.531.410.721.013.271.080.460.930.31.931.720.9314.371.120.571.080.39

3.082.321.151.286.391.320.931.590.493.932.881.491.268.531.371.181.880.63

4.453.021.471.449.11.471.342.080.625.73.761.911.4312.141.511.72.490.8

6.243.891.841.612.491.62.022.780.828.024.862.391.5916.651.652.583.361.06

8.8852.321.817.541.782.923.631.0511.456.283.031.7923.391.823.744.431.3613.867.433.711.7729.241.874.495.091.65

16.498.13.872.0233.32.045.235.721.720.029.624.74241.632.086.316.612.0723.3611.015.591.9949.982.127.317.362.4326.5312.276.411.9758.342.168.2482.78

22.9710.284.822.2545.682.237.557.432.1727.9512.265.922.2357.12.289.138.642.6532.714.086.992.2268.542.3210.629.693.1237.2215.758.032.279.992.3612.0110.63.57

35.0914.656.872.3970.232.412.6110.753.341.1216.868.122.3884.32.4414.712.123.8852.3920.7910.522.35112.52.5218.5314.394.9962.7124.1512.792.33140.822.621.9616.146.04

41.9616.117.782.5785.212.612.8211.283.3249.2118.589.22.55102.262.6514.9512.713.9156.1620.8710.582.54119.322.6916.9613.964.4862.832311.922.52136.412.7318.8515.065.03

60.4520.819.922.9121.322.9118.3314.74.21

cm3cm3X - XY - Yx1 - x171.0324.0611.742.88145.592.9521.4216.654.97

81.2227.1213.532.87169.87324.3618.385.791.0329.9815.272.85194.173.0427.1519.916.41

99.0630.6214.643.21199.713.2430.9421.696.35113.4534.5916.883.22333.2835.2624.067.29127.3738.3319.083.18266.323.3239.3926.188.21153.8145.1823.323.15333.063.447.1229.839.98

107.0436.2415.193.17199.832.9561.2431.0310.16122.7340.9617.523.16233.2370.0834.7911.71137.9245.419.813.15266.613.0478.5838.2713.21166.8753.5424.243.12333.633.1294.6544.4516.12

133.3737.817.853.54265.783.5342.9227.367.915342.8220.63.53310.073.5749.0230.489.09172.0447.5723.33.51354.393.6254.8733.3110.25208.3956.3628.543.48443.133.765.8838.2412.48

227.9856.8126.864.02454.994.0174.4241.2412.01256.7763.2830.414.01519.994.0683.4945.2813.56312.0475.3537.333.98650.094.14100.6752.4116.56364.4186.3444.013.95780.394.22116.6758.4619.43

365.6481.338.484.5730.534.5120.6959.1517.34445.597.1947.314.47913.24.58146.0368.9421.22521.59111.8155.874.441096.094.66169.7977.3824.95594.1126.2664.184.421279.264.74192.184.6828.54

668.69127.6962.135.141362.895.24205.0389.9426.56784.91147.5473.495.111635.565.32239.06101.4531.28896.3165.9784.565.081908.55.4271.2111.5335.831003.05183.1195.335.052181.795.48301.6120.3740.24

956.25162.3778.965.811940.45.89278.11113.9132.491124.72188.2393.535.782328.385.98325.03129.0338.321286.91212.46107.765.752716.66.06369.55142.4143.971443.06235.16121.645.723105.156.14411.85154.2649.44

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钢构件理论重量表

钢构件理论重量表

钢筋重量表（钢筋扁钢方钢方管工字钢槽钢型钢 H型钢）（一）圆钢具体算法直径乘以直径乘0.006165(国家标准)商家默认标准:直径乘以直径乘0.00617圆钢规格重量表（二）螺纹钢理论重量具体算法可以采用直径除以10然后平方再乘以0.617kg/m钢筋理论重量：Φ9-0.499kg/mΦ10-0.617kg/mΦ12-0.888kg/mΦ14-1.21kg/mΦ16-1.58kg/mΦ18-2.00kg/mΦ20-2.47kg/mΦ22-2.98kg/mΦ25-3.85kg/mΦ28-4.83kg/mΦ32-6.31kg/mΦ40-9.87kg/m（三）其他钢材理论重量计算的计量单位为公斤（kg）基本公式：W（重量，kg）=F(断面积mm2)×L(长度，m)×ρ(密度，g/cm3)×1/10001.钢筋理论重量计算：每米的重量(Kg)＝钢筋的直径(mm)×钢筋的直径(mm)×0.00617Φ12(含12)以下和Φ28(含28)的钢筋一般小数点后取三位数，Φ14至Φ25钢筋一般小数点后取二位数2.钢材理论重量计算简式【材料名称/理论重量W（kg/m）】a．扁钢、钢板、钢带：W＝0.00785×宽×厚b．方钢：W＝0.00785×边长²c．圆钢、线材、钢丝：W＝0.00617×直径²d．镀锌类钢材：W＝原理论重量×1.06e．钢管：W＝0.02466×壁厚（外径-壁厚）f．等边角钢：W＝0.00785×边厚（2边宽-边厚）g．不等边角钢：W＝0.00785×边厚(长边宽+短边宽-边厚)h．工字钢：W＝0.00785×腰厚[高+f（腿宽-腰厚）]i：槽钢：W＝0.00785×腰厚[高+e（腿宽-腰厚）]备注1．角钢、工字钢和槽钢的准确计算公式很繁，表列简式用于计算近似值2．f值：一般型号及带a的为3.34，带b的为2.65，带c的为2.263．e值：一般型号及带a的为3.26，带b的为2.44，带c的为2.244．各长度单位均为毫米，钢的密度为：7.85g/cm3.各种钢材理论重量计算公式如下：【名称（单位）/计算公式/符号意义/计算举例】a．盘条圆钢（kg/m）：W=0.006165×d×dd=直径mm求直径为100mm的圆钢，求每m重量每m重量=0.006165×100²=61.65kgb．螺纹钢（kg/m）：W=0.00617×d×dd=断面直径mm求断面直径为12mm的螺纹钢，求每m重量每m重量=0.00617×12²=0.89kgc．方钢（kg/m）：W=0.00785×a×a求边宽为20mm的方钢，求每m重量每m重量=0.00785×20²=3.14kgd．扁钢（kg/m）：W=0.00785×b×db=边宽mm，d=厚mm求边宽为40mm，厚5mm的扁钢，求每m重量每m重量=0.00785×40×5=1.57kge．六角钢（kg/m）：W=0.006798×s×ss=对边距离mm求对边距离为50mm的六角钢，求每m重量每m重量=0.006798×50²=17kgf．八角钢（kg/m）：W=0.0065×s×ss=对边距离mm求对边距离为80mm的八角钢，求每m重量每m重量=0.0065×80²=41.62kgg．等边角钢（kg/m）：W=0.00785×[d（2b–d）+0.215（R2–2r²）]b=边宽，d=边厚，R=内弧半径，r=端弧半径求20mm×4mm等边角钢的每m重量从冶金产品目录中查出4mm×20mm等边角钢的R=3.5，r=1.2，则每m重量=0.00785×[4×（2×20–4）+0.215×（3.52–2×1.2²）]=1.15kgh．不等边角钢（kg/m）：W=0.00785×[d（B+b–d）+0.215（R2–2r²）]B=长边宽，b=短边宽，d=边厚，R=内弧半径，r=端弧半径求30mm×20mm×4mm不等边角钢的每m重量从冶金产品目录中查出30×20×4不等边角钢的R=3.5，r=1.2，则每m重量=0.00785×[4×（30+20–4）+0.215×（3.52–2×1.2²）]=1.46kgi．槽钢（kg/m）：W=0.00785×[hd+2t（b–d）+0.349（R2–r²）]h=高，b=腿长，d=腰厚，t=平均腿厚，R=内弧半径，r=端弧半径求80mm×43mm×5mm的槽钢的每m重量从冶金产品目录中查出该槽钢t=8，R=8，r=4，则每m重量=0.00785×[80×5+2×8×（43–5）+0.349×（82–4²）]=8.04kgj．工字钢（kg/m）：W=0.00785×[hd+2t（b–d）+0.615（R2–r²）]h=高，b=腿长，d=腰厚，t=平均腿厚，R=内弧半径，r=端弧半径求250mm×118mm×10mm的工字钢每m重量从金属材料手册中查出该工字钢t=13，R=10，r=5，则每m重量=0.00785×[250×10+2×13×（118–10）+0.615×（102–5²）]=42.03kgk．钢板（kg/m²）：W=7.85×dd=厚度求厚度4mm的钢板，求每m²重量每m²重量=7.85×4=31.4kgl．钢管（包括无缝钢管及焊接钢管（kg/m））：W=0.02466×S（D–S）D=外径，S=壁厚求外径为60mm壁厚4mm的无缝钢管，求每m重量每m重量=0.02466×4×（6–4）=5.52kg工字钢规格重量表槽钢规格重量表热轧轻型工字钢尺寸及理论重量计算公式W(kg/m)=0.00785*腰厚*[高+f*(腿宽-腰厚）]f值：一般型号及带a的为3.34，带b的为2.65，带c的为2.26f值：一般型号及带a的为3.34，带b的为2.65，带c的为2.26e值：一般型号及带a的为3.26，带b的为2.44，带c的为2.24。

工字钢、槽钢、圆钢规格重量

工字钢、槽钢、圆钢规格重量

4
焊接H型钢截面及内力信息
6505 795
kN cm
M [钢件最大弯矩值] Ao [钢件的截面面积]
0 113.08
kN-cm cm2
16 21.5 12.5 10.2 21.5
mm mm mm mm mm
NbHFV
NbHWV[腹板摩擦型高强螺栓抗剪承载力设计值] 3 钢构件截面特性 钢构件截面特性 构件截面类别 I [相应轴截面慣性矩] 1876 20.37 39.03 0.9023 1.05 X轴截面特性 b 46909
B.
轴心受力构件计算书 H500x200x10.2x16-12.5 1 构件信息 N [钢件的轴力值] L [ 钢件的计算长度] 截面信息 B [钢件截面宽度] 200 mm tFb [钢件翼缘厚] dFb [翼缘螺孔径] r H [钢件截面高度] 500 mm [内圆弧半径] tWb [钢件腹板厚] dWb [腹板螺孔径] 2 钢构件材质信息 f fv fy [钢材抗拉、抗压、抗弯强度设计值] [钢材抗剪强度设计值] [钢材屈服强度设计值] [翼缘摩擦型高强螺栓抗剪承载力设计值] 21.5 12.5 23.5 83.8 83.8 kN/cm2 kN/cm2 kN/cm2 KN KN Y轴截面特性 X轴截面 cm
X轴截面强度验算 57.53 63.75 kN/cm2 kN/cm2
Y轴截面强度验算 57.53 280.75 kN/cm2 kN/cm2
ห้องสมุดไป่ตู้
s强度= (1-0.5n1/n)*N/An = s稳定= N/(An*j) =
4 轴心受压构件计算剪力 V = (A*f/85)*(fy/235)0.5 =
9.04
c 2137 214 4.35 182.76 0.2049 1.2
工字钢理论重量表完整

工字钢理论重量表完整

工字钢理论重量表(可以直接使用，可编辑实用优秀文档，欢迎下载）
工字钢理论重量表（工字钢的理论重量）
圆钢理论重量表
工字钢规格表及工字钢理论重量表
上海千虹实业时间：2021-08-03 14:02:12
工字钢也称钢梁，是截面为工字形的长条钢材。

其规格以腰高( h)*腿宽(b)*腰厚(d)的毫数表示，如“工160*88*6”，即表示腰高为160毫米，腿宽为88毫米，腰厚为6毫米的工字钢。

工字钢的规格也可用型号表示，型号表示腰高的厘米数，如工16#。

腰高相同的工字钢，如有几种不同的腿宽和腰厚，需在型号右边加a b c 予以区别，如32a# 32b#
32c#等。

工字钢分普通工字钢和轻型工字钢，热轧普通工字钢的规格为10-63#。

经供需双方协议供应的热轧普通工字钢规格为12-55#。

工字钢广泛用于各种建筑结构、桥梁、车辆、支架、机械等。

钢材理论重量表规格表理论重量计算方法

钢材理论重量表规格表理论重量计算方法

钢材理论重量表规格表理论重量计算方法理论重量计算办法1.工字钢W＝0.00785×腰厚[高+f（腿宽-腰厚）]f值：一般型号及带a的为3.34，带b的为2.65，带c的为2.26 2.槽钢W＝0.00785×腰厚[高+e（腿宽-腰厚）]e值：一般型号及带a的为3.26，带b的为2.44，带c的为2.24。

3.方钢W＝0.00785×边长×边长4.等边角钢：每米重量=0.00785*（边宽+边宽-边厚）*边厚5.不等边角钢W＝0.00785×边厚(长边宽+短边宽--边厚)6.圆钢：每米重量=0.00617*直径*直径(螺纹钢和圆钢雷同)7.扁钢：每米重量=0.00785*厚度*边宽(钢板和钢带)8.管材：每米重量=0.02466*壁厚*（外径-壁厚）（直缝和无缝钢管）9.板材：每米重量=7.85*厚度（钢板）10.黄铜管：每米重量=0.02670*壁厚*（外径-壁厚）11.紫铜管：每米重量=0.02796*壁厚*（外径-壁厚）12.铝花纹板：每平方米重量=2.96*厚度13.有色金属比重：紫铜板8.9黄铜板8.5锌板7.2铅板11.3714.有色金属板材的盘算公式为：每平方米重量=比重*厚度15.不锈钢方管(边宽Χ4÷3.14－厚度)Χ厚度Χ0.02491六角钢W= 0.006798 ×对边距离×对边距离八角钢W= 0.0065 ×对边间隔×对边距离16.不锈钢管（外径－壁厚）ｘ壁厚ｘ0.02491＝kg/m（实用于301、304、321 （外径－壁厚）ｘ壁厚ｘ0.02507＝kg/m（适用于316、316L\309\309S）17.不锈钢板理论重量计算公式钢品理论重量重量（kg）＝厚度（mm）ｘ宽度（mm）ｘ长度（mm）ｘ密度值密度钢种7.93 201,202,301,302,304,304L,305,3217.75 405,410,4207.98 309S,310S,316S,316L,34718.不锈钢管重量计算公式：（外径-壁厚）×壁厚×0.02491=公斤/米19.铜管重量计算方式紫铜管：每米重量（公斤）=0.02796*壁厚*（外径-壁厚）黄铜管：每米重量（公斤）=0.02670*壁厚*（外径-壁厚）20.不锈钢管重量的计算工式:奥氏体的(201 301 304 ):(外径-壁厚)*壁厚*0.02491*长度/米= 公斤马氏体的(1Cr13 0Cr13):(外径-壁厚)*壁厚*0.02435*长度/米= 公斤21.钢的密度为：7.85g/cm3钢材理论重量计算：W（重量，kg ）=F(断面积mm2)×L(长度，m)×ρ(密度，g/cm3)×1/1000六角钢W= 0.006798 ×对边距离×对边距离22.焊管的理论重量=（外径-厚度）*厚度*0.02466*长度（只有6M）23.镀锌管每米重量=0.02466*壁厚*（外径-壁厚)*1.0624.螺旋钢管：直径-壁厚*壁厚*0.0246615除以1000*长度无缝钢管履行尺度1、构造用于无缝钢管。