扁钢理论重量表大全.docx
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扁钢理论重量表大全
扁钢理论重量表大全
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发布者:
qywl发布时间:
2010-4-6阅读:
1424次【字体:
大中小】
扁钢理论重量表大全
扁钢宽度
/mm
理论质量/(kg/m)
5
6
7
8
9
10
11
12
14
15
16
18
20
25
30
8
0.31
0.38
0.44
10
0.39
0.47
0.55
0.63
0.71
12
0.47
0.55
0.66
0.75
0.85
0.94
1.04
13
0.51
0.61
0.71
0.82
0.92
1.02
1.12
14
0.55
0.66
0.77
0.88
0.99
1.10
1.21
1.32
15
0.59
0.71
0.82
0.94
1.06
1.18
1.29
1.41
16
0.63
0.75
0.88
1.00
1.13
1.26
1.38
1.51
1.76
18
0.71
0.85
0.99
1.13
1.27
1.41
1.55
1.70
1.96
2.12
2.26
20
0.78
0.94
1.10
1.26
1.41
1.57
1.73
1.88
2.28
2.36
2.51
2.63
22
0.86
1.04
1.21
1.38
1.55
1.73
1.90
2.07
2.42
2.69
2.76
3.11
3.45
24
0.94
1.13
1.32
1.51
1.69
1.88
2.07
2.26
2.64
2.83
3.01
3.39
3.77
25
0.98
1.18
1.37
1.57
1.77
1.96
2.16
2.36
2.75
2.94
3.14
3.53
3.92
28
1.10
1.32
1.54
1.76
1.98
2.20
2.42
2.64
3.08
3.28
3.52
3.96
4.40
5.49
30
1.18
1.41
1.65
1.88
2.12
2.36
2.59
2.83
3.30
3.53
3.77
4.24
4.71
5.89
32
1.51
1.76
2.01
2.26
2.51
2.76
3.01
3.52
3.77
4.02
5.02
5.02
6.28
7.54
35
1.65
1.92
2.19
2.47
2.75
3.02
3.29
3.85
4.12
4.39
4.95
5.49
6.87
8.24
36
1.70
1.98
2.26
2.54
2.83
3.11
3.39
3.96
4.24
4.52
5.09
5.65
7.06
8.48
38
2.09
2.39
2.68
2.98
3.28
3.58
4.18
4.47
4.77
5.37
5.97
7.46
8.95
40
2.20
2.51
2.83
3.14
3.45
3.77
4.40
4.71
5.02
5.65
6.20
7.85
9.42
45
2.83
3.18
3.53
3.89
4.24
4.95
5.29
5.65
6.36
7.06
8.83
10.60
槽钢理论重量表大全
槽钢理论重量
规格
型号
重量/米(kg)
50*37*4.5
5#
5.44
63**40*4.8
6.3#
6.635
65*40*4.8
6.5#
6.7
80*43*5
8#
8.045
100*48*5.3
10#
10.007
120*53*5.5
12#
12.06
126*53*5.5
12.6#
12.37
140*60*8
14#A
14.53
140*60*8
14#B
16.73
160*63*6.5
16#A
17.23
160*65*8.5
16#B
19.755
180*68*7
18#A
20.17
180*70*9
18#B
23
200*73*7
20#A
22.637
200*75*9
20#B
25.777
220*77*7
22#A
24.999
220*79*9
22#B
28.453
240*78*7
24#A
26.86
240*80*9
24#B
30.628
250*78*7
25#A
27.41
250*80*9
25#B
31.335
270*82*7.5
27#A
30.838
270*84*9.5
27#B
35.077
280*82*7.5
28#A
31.427
280*84*9.5
28#B
35.823
300*85*7.5
30#A
34.463
300*87*9.5
30#B
39.173
320*88*8
32#A
38.083
320*90*10
32#B
43.107
360*96*9
36#A
47.814
360*98*11
36#B
53.466
400*100*10.5
40#A
58.928
400*102*12.5
40#B
65.208
热轧等边角钢理论重量表
型号
尺寸(mm)
理论重量
型号
尺寸(mm)
理论重量
边宽
厚度
kg/m
边宽
厚度
kg/m
2
20
3
0.877
9
90
10
13.476
4
1.145
12
15.94
2.5
25
3
1.121
10
100
6
9.366
4
1.459
7
10.83
3
30
3
1.373
8
12.276
4
1.786
10
15.12
4
40
3
1.852
12
17.898
4
2.422
14
20.611
5
2.976
16
23.257
5
50
3
2.332
11
110
7
11.928
4
3.059
8
13.532
5
3.77
10
16.69
6
4.465
12
19.782
6.3
63
4
3.097
14
22.809
5
4.822
12.5
125
8
15.504
6
5.721
10
19.133
8
7.469
12
22.696
10
9.151
14
26.193
7
70
4
4.372
14
140
10
21.488
5
5.397
12
25.522
6
6.406
14
29.49
7
7.398
16
33.393
8
8.373
16
160
10
24.729
7.5
75
5
5.818
12
29.391
6
6.905
14
33.987
7
7.976
16
38.518
8
9.03
18
180
12
33.159
10
11.089
14
38.383
8
80
5
6.221
16
43.542
6
7.376
18
48.634
7
8.525
20
200
14
42.894
8
9.658
16
48.68
10
11.874
18
54.401
9
90
6
8.35
20
60.056
7
9.656
24
71.168
8
10.946
角钢理论重量表大全
角钢理论重量表及角钢理论重量计算
等边角钢理论重量计算
钢材理论重量计算的计量单位为公斤(kg)。
其基本公式为:
W(重量,kg)=F(断面积mm2)×L(长度,m)×ρ(密度,g/cm3)×1/1000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等边角钢(kg/m)
W=0.00785×[d(2b?
Cd)+0.215(R2?
C2r2)]
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为3.5,r为1.2,则每m重量=0.00785×[4×(2×20?
C4)+0.215×(3.52?
C2×1.22)]=1.15kg
型号
尺寸(mm)
长度(m)
理论重量(kg/m)
边宽
边厚
2
20
3
4
3-9
0.889
1.145
2.5
25
3
4
3-9
1.124
1.459
3
30
30
3
4
3-9
1.373
1.786
3.6
36
3
4
5
3-9
1.656
2.163
2.654
4
40
3
4
5
3-9
1.852
2.422
2.976
4.5
45
3
4
5
6
4-12
2.088
2.736
3.369
3.985
5
50
3
4
5
6
4-12
2.332
3.059
3.770
4.465
5.6
56
3
4
5
8
4-12
2.624
3.446
4.251
6.568
6.3
63
4
5
6
8
10
4-12
3.907
4.822
5.721
7.469
9.151
7
70
4
5
6
7
8
4-12
4.372
5.397
6.406
7.398
8.373
7.5
75
5
6
7
8
10
4-12
5.818
6.905
7.976
9.030
11.089
8
80
5
6
7
8
10
4-12
6.211
7.376
8.525
9.658
11.874
9
90
6
7
8
10
12
4-19
8.350
9.656
10.946
13.476
15.940
10
100
6
7
8
10
12
14
16
9.366
10.830
12.276
15.120
17.898
20.611
23.257
11
110
7
8
10
12
14
4-19
11.928
13.532
16.690
19.782
22.809
12.5
125
10
12
14
4-19
19.133
22.696
26.193
14
140
10
12
14
16
4-19
21.488
25.522
29.490
33.393
16
160
10
12
14
16
6-19
24.729
29.391
33.987
38.518
18
180
12
14
16
18
6-19
33.159
38.383
43.542
48.634
20
200
14
16
18
20
24
6-19
42.894
48.680
54.401
60.056
71.168
热轧等边角钢尺寸及重量 计算公式:
W(kg/m)=0.00785*边厚*(2边宽-边厚)
不等边角钢理论重量计算
钢材理论重量计算的计量单位为公斤(kg)。
其基本公式为:
W(重量,kg)=F(断面积mm2)×L(长度,m)×ρ(密度,g/cm3)×1/1000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不等边角钢(kg/m)
W=0.00785×[d(B+b?
Cd)+0.215(R2?
C2r2)]
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为3.5,r为1.2,则每m重量=0.00785×[4×(30+20?
C4)+0.215×(3.52?
C2×1.22)]=1.46kg
型号
尺寸(mm)
理论重量(kg/m)
长边宽
短边宽
边厚
2.5/16
25
25
16
16
3
4
0.912
1.176
3.2/2
32
20
3
1.171
32
20
4
1.522
4/2.5
40
25
3
1.484
40
25
4
1.936
4.5/2.8
45
28
3
1.687
45
28
4
2.203
5/3.2
50
32
3
1.908
50
32
4
2.494
5.6/3.6
56
36
3
2.153
56
36
4
2.818
56
36
5
3.466
6.3/4
63
40
4
3.185
63
40
5
3.920
63
40
6
4.638
63
40
7
5.339
7/4.5
70
45
4
3.570
70
45
5
4.403
70
45
6
5.218
70
45
7
6.011
7.5/5
75
50
5
4.808
75
50
6
5.699
75
50
8
7.431
75
50
10
9.098
8/5
80
50
5
5.005
80
50
6
5.935
80
50
7
6.848
80
50
8
7.745
9/5.6
90
56
5
5.661
90
56
6
6.717
90
56
7
7.756
90
56
8
8.779
10/6.3
100
63
6
7.550
100
63
7
8.722
100
63
8
9.878
100
63
10
12.142
10/8
100
80
6
8.350
100
80
7
9.656
100
80
8
10.946
100
80
10
13.476
11/7
110
70
6
8.350
110
70
7
9.656
110
70
8
10.946
110
70
10
13.476
12.5/8
125
80
7
11.066
125
80
8
12.511
125
80
10
15.474
125
80
12
18.330
14/9
140
90
8
14.160
140
90
10
17.475
140
90
12
20.724
140
90
14
23.908
16/10
160
100
10
19.872
160
100
12
23.592
160
100
14
27.247
160
100
16
30.835
18/11
180
110
10
22.273
180
110
12
26.464
180
110
14
30.589
180
110
16
34.649
20/12.5
200
125
12
29.761
200
125
14
34.436
200
125
16
39.045
200
125
18
43.588
扁钢理论重量表
规格 长度 理论重量
宽度 厚度 m (kg/m)
10
345678
0.240.310.390.470.550.63
12
345678
0.280.380.470.570.660.75
14
345678
0.330.440.550.660.770.88
16
345678910
0.380.500.630.750.881.001.151.26
18
345678910 3
0.420.570.710.850.991.131.271.41
20
3456789101112
0.470.630.780.941.101.261.411.571.731.88
22
3456789101112
0.520.690.861.041.211.381.551.731.902.07
25
34567891011121416
0.590.790.981.181.371.571.771.962.162.362.752..943.14
28
34567891011121416
0.660.881.101.321.541.761.982.202.422.643.083.283.53
30
345678910111214161820
0.710.941.181.411.651.882.122.362.592.833.303.533.774.244.71
32
345678910111214161820
0.751.011.251.501.762.012.262.552.763.013.513.774.024.525.02
35
345678910111214161820222528
0.821.101.371.651.922.202.472.753.023.303.854.124.404.955.506.04
6.877.69
40
345678910111214161820222528
0.941.261.571.882.202.512.833.143.453.774.405.025.656.286.917.858.79
45
3456789101112141618202225283032
1.061.411.772.122.472.833.183.533.894.244.955.656.367.077.77
8.839.8910.6011.3012.72
50
345678910111214161820222528303236
1.181.571.962.362.753.143.533.934.324.715.506.287.077.858.649.81
10.9911.7812.5614.13
55
45678910111214161820222528303236
1.732.162.593.023.453.894.324.755.186.046.917.778.649.5010.79
12.0912.9513.8215.54
60
456789101112141618202225283032364045
1.882.362.833.303.774.244.715.185.656.597.548.489.4210.36
11.7813.1914.1315.0716.9618.8421.20
65
456789101112141618202225283032364045
2.042.553.063.574.084.595.105.616.127.148.169.1910.2111.23
12.7614.2915.3116.3318.3720.4122.96
70
456789101112141618202225283032364045
2.202.753.303.854.404.955.506.046.597.698.799.8910.9912.09
13.7415.3916.4917.5819.7821.9824.73
75
456789101112141618202225283032364045
2.362.943.534.124.715.305.896.487.078.249.4210.6011.7812.95