常用H型材理论重量表.docx
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常用H型材理论重量表
常用H型钢理论重量表
(一)
常用H
型号
截面尺寸?
(mm)
截面面积
理论重量
型钢理论重量
(二)表
(高度*宽度)
H*B
t1
t2
r
cm2
kg/m
175*90
175*90
5
8
10
23.21
18.2
200*100
198*99
4.5
7
13
23.59
18.5
200*100
200*100
5.5
8
13
27.57
21.7
250*125
248*124
5
8
13
32.89
25.8
250*125
250*125
6
9
13
37.87
29.7
300*150
298*149
5.5
8
16
41.55
32.6
300*150
300*150
6.5
9
16
47.53
37.3
350*175
346*174
6
9
16
53.19
41.8
350*175
350*175
7
11
16
63.66
50
400*150
400*150
8
13
16
71.12
55.8
400*200
396*199
7
10
14
72.16
51.9
400*200
400*200
8
13
16
84.12
66
450*150
450*150
9
14
20
83.41
65.5
450*200
446*119
8
12
20
84.95
66.7
450*200
450*200
9
14
20
97.41
76.5
500*150
500*150
10
16
20
98.23
77.1
500*200
496*199
9
14
20
101.3
79.5
500*200
500*200
10
16
20
114.2
89.6
500*200
506*201
11
19
20
131.3
103
600*200
596*199
10
15
24
121.2
95.1
600*200
600*200
11
17
24
135.2
106
600*200
606*201
12
20
24
153.3
120
700*300
692*300
13
20
28
211.5
166
700*300
700*300
13
24
28
235.5
185
型号.
)mm截面尺寸(
截面面积
理论重量
(高度*宽度)
H*B
t1
t2
r
cm2
kg/m
100*100
100*100
6
8
10
21.9
17.2
175*175
175*175
7.5
11
13
51.43
40.3
200*200
200*200
8
12
16
64.28
50.5
200*200
200*204
12
12
16
72.28
56.7
250*250
244*252
11
11
16
82.05
64.4
250*250
250*250
9
14
16
92.18
72.4
250*250
250*255
14
14
16
104.7
82.2
300*300
294*302
12
12
20
108.3
85
300*300
300*300
10
15
20
120.4
94.5
300*300
300*305
15
15
20
135.4
106
350*350
338*351
13
13
20
135.3
106
350*350
344*348
10
16
20
146
115
350*350
344*354
16
16
20
166.6
131
350*350
350*350
12
19
20
173.9
137
350*350
350*357
19
19
20
198.4
156
400*400
388*402
15
15
24
179.2
141
400*400
394*398
11
18
24
187.6
147
400*400
394*405
18
18
24
215.2
169
400*400
400*400
13
21
24
219.5
172
400*400
414*405
18
28
24
296.2
233
400*400
400*408
21
21
24
251.5
197
400*400
428*407
20
35
24
361.4
284
常用H型钢理论重量表(三)
型号
截面尺寸(mm)
截面面积
理论重量
*(高度宽度)
H*B
t1
t2
r
cm2
kg/m
200*150
194*150
6
9
16
39.76
31.2
200*175
244*175
7
11
16
56.24
44.1
300*200
294*200
8
12
20
73.03
57.3
350*250
340*250
9
14
20
101.5
79.7
400*300
390*300
10
16
24
136.7
107
450*300
440*300
11
18
24
157.4
124
500*300
482*300
11
15
28
146.4
115
500*300
488*300
11
18
28
164.4
129
600*300
582*300
12
17
28
174.5
137
600*300
588*300
12
20
28
192.5
151
600*300
594*302
14
23
28
222.4
175
花纹板理论重量表(花纹板的理论重量)
理论重量(kg/m2)(mm)厚度菱形扁豆形圆豆形
21.12.521.621.3
24.325.624.43
28.328.429.53.5
32.332.433.44
36.237.34.536.4
40.242.3540.5
44.15.546.244.3
48.150.1648.4
52.459752.6
56.2
66.8
8
56.4
槽钢理论重量表
尺寸理论重量规格型号腰厚(d)腿宽(b)高度(h)
5.438503754.5
6.6344.86.36340
8.045580438
10.00710048105.3
12.318535.512.6126
14.53558140614#a
16.7331406014#b8
17.2416#a160636.5
19.7546516#b1608.5
20.17476818018#a18#b18070923
22.63720073720#a
25.77792007520#b
24.99922077722#a
28.453220922#b79
27.417825025#a7
31.3352508025#b9
35.262501125#c82
31.42728028#a7.582
35.82328#b9.584280
40.21928011.58628#c38.08388832#a320
43.107109032#b320
48.1311232#c92320
47.81436#a936096
53.4663601136#b98
59.11810036#c13360
58.92840#a10040010
65.20812.540040#b102
71.48814.540#c104400
工字钢理论重量表(工字钢的理论重量)
工字钢理论重量表
规格
型号
单重
100*68*4.5
10#
11.261
120*74*5
12#
14
140*80*5.5
14#
16.9
160*88*6
16#
20.513
180*94*6.5
18#
24.143
200*100*7
20#A
27.929
200*102*9
20#B
31.1
220*110*7.5
22#A
33.07
220*112*9.5
22#B
36.524
240*116*8
24#A
37.4
240*118*10
24#B
41.2
250*116*8
25#A
38.105
250*118*1025#B42.03
42.8270*122*8.527#A
47.1270*124*10.527#B
43.4280*122*8.528#A
47.988280*124*10.528#B
48300*126*930#A
52.794300*128*1130#B
52.732#A320*130*9.5
57.74132#B320*132*11.5
59.9936#A360*136*10
65.636#B360*138*12
67.6400*142*10.540#A
73.8400*144*12.540#B
80.4450*150*11.545#A
87.4450*152*13.545#
63.6500*158*1250#A
101500*160*1450#B
106.2560*166*12.556#A
115560*168*14.556#B
121.6630*176*1363#A
131.5
630*178*15
63#B
圆钢理论重量表大全
圆钢直径d(型号)
理论重量kg/m
)
型号d(圆钢直径
理论重量kg/m
圆钢
圆钢
5.5
0.186
13
1.04
6
0.222
14
1.21
6.5
0.26
15
1.39
7
0.302
16
1.58
8
0.395
17
1.78
9
0.499
18
2
10
0.617
19
2.23
*11
0.746
20
2.47
12
0.888
21
2.72
22
2.98
63
24.5
*23
3.26
*65
26
24
3.55
*68
28.5
25
3.85
70
30.2
26
4.17
75
34.7
*27
4.49
80
39.5
28
4.83
85
44.5
*29
5.18
90
49.9
30
5.55
95
55.6
*31
5.92
100
61.7
32
6.31
105
68
*33
6.71
110
74.6
34
7.13
115
81.5
*35
7.55
120
88.8
36
7.99
125
96.3
38
8.9
130
104
40
9.86
140
121
42
10.9
150
139
45
12.5
160
158
48
14.2
170
178
50
15.4
180
200
53
17.3
190
223
*55
18.6
200
247
56
19.3
220
298
*58
20.7
250
385
角钢理论重量表(热轧等边角钢每米重量表)
关键词:
角钢理论重量表、钢材理论重量表、槽钢理论重量表、工字钢理论重量表
尺寸(毫米)截面面积理论重量角钢号表面积
(cm2)(kg/m)(㎡/m)数rbd
1.1320.8890.07833.5
20
2
0.0771.4591.1454
0.0981.12431.4322.5253.5
0.0971.45941.859
0.1171.7491.37333304.5
0.1172.27641.786
0.1413
2.109
1.656
3.6362.16344.50.1412.756
3.382
0.1415
2.654
2.359
534040.157
1.852
43.0862.4220.157
0.1563.79152.976
0.1772.0882.6593
0.1772.73643.4865
45
4.5
0.1764.29253.369
0.17665.0763.985
0.1972.9713
2.332
0.1973.0593.89745.55
50
0.1963.7754.803
0.1964.4655.6886
0.2212.6243.3433
0.223.4464.394656
5.6
0.224.2515.4155
0.2196.56888.367
0.2483.9074.9784
0.2484.8225
6.143
0.24775.72166.3
63
7.288
0.2477.4699.5158
0.2469.1511011.657
0.2755.574.3724
0.2756.8755
5.397
0.27570
7
66.4068.168
0.2757.3989.4247
0.27410.66788.373
0.2957.36755.818
0.2946.9056
8.797
0.2947.5
10.16775
7.9769
0.29489.0311.503
0.29314.12611.08910
0.315
6.211
7.912
95
80
8
69.3977.3760.314
0.31410.8678.525
0.3149.65812.3038
0.31311.8741015.126
0.354610.6378.35
0.35412.3017
9.656
0.35313.94410
9
90
810.946
0.35313.4761017.167
0.35215.9420.30612
0.3939.366611.932
0.393710.8313.796
0.39312.2768
15.638
0.39210
100
1015.1219.26112
0.39117.8981222.8
0.3911420.61126.256
0.3923.2571629.627
0.433711.92815.196
0.4338
13.53217.238
0.432110
11
101216.6921.261
0.43125.219.78212
0.43129.0561422.809
0.49215.5048
11.932
0.4911019.13313.79614125
12.5
0.49115.6381222.696
0.1919.26126.19314
0.55121.48810
27.373
0.55132.51225.5221214140
14
0.551429.4937.567
0.54942.53933.39316
0.63
24.729
31.502
1610
160
16
1237.44129.3910.63
0.62943.29633.98714
0.62949.0671638.518
0.7142.24112
33.159
0.70948.89633.3831416
180
18
0.7091655.46743.542
0.7081861.95548.634
0.78854.64242.89414
0.78816
48.6862.013
0.78720
200
1854.4011869.301
0.7872060.05676.505
0.785
71.168
90.661
24
角钢理论重量表(热轧不等边角钢每米重量表)
关键词:
不等边角钢理论重量表、钢材理论重量表、槽钢理论重量表、工字钢理论重量表
截面面尺寸(毫米)理论重量表面积角钢号积(kg/m)数(㎡/m)rdbB(cm2)
1.1620.91230.0803.5
2.5/1.6
16
25
0.0791.1761.4994
0.1021.49231.1713.2/232203.5
0.1011.9391.5224
0.1271.89031.4844/2.540254
0.1272.4671.9364
0.14331.6872.1494.5/2.845285
0.1432.80642.203
0.1612.4311.90835/3.250325.5
0.1603.17742.494
0.18132.7432.1536
36565.6/3.60.180
2.818
3.590
4
54.4153.4660.180
0.2024.0584
3.185
0.20253.9204.9937
40
6.3/4
63
0.2014.63865.908
0.2016.80275.339
0.2264.5474
3.570
0.2255.6094.40357.57/4.5
70
45
0.2255.2186.6476
0.2256.01177.657
0.2454.8085
6.125
0.24565.6997.260850
7.5/5
75
0.24487.4319.467
0.2449.0981011.590
0.2555.0056.3755
0.2555.93567.560880
50
8/5
0.25576.8488.724
0.2547.74589.867
0.2875.6615
7.212
0.28666.7178.557990
9/5.6
56
0.2869.88077.756
0.28611.1838.7798
0.3207.5506
9.617
0.32078.72211.11110100
63
10/6.3
0.31912.584
9.878
8
0.31915.4671012.142
10.6378.3500.3546
9.656
12.301
0.35471010/8
80
100
13.9440.353810.946
17.16710
13.4760.353
8.350
10.637
0.354
106
70
110
11/7
712.3019.6560.354
0.353813.94410.946
17.167100.35313.476
14.0967
11.0660.403
15.98912.55180.40311
12.5/8
125
80
19.71215.4740.40210
23.35118.3300.40212
18.0380.4538
14.160
22.2610.45217.475101290
140
14/9
26.40020.724120.451
30.