ГОСТ 32931—2015
Продолжение таблицы Д. 1
Paswеры трубы,
м
у
Статические хараттеристики1* для осей X и Y
Наружные размеры
S
*
X
У
§
О
S
Масса’ *
1 м тру-
бы М. и
Ширина8ысо-
X
^
Л
та 0
3
Пло
щадь
лолереч
мого
сечения
F. см2
1
Момент
инерции
сечения
(„с м *
Момент
сопротивления
сечения kVy.
см3
Момент
инерции
сечения
/у. см4
Момент
солротивле
ния сечения
Wy. см3
1.0
0.512
0.1020
0.171
0.225
0,220
0.402
20.411.9
1.50.745
1,80.877
2.00.962
0.1370.230
0.1540.259
0.1640.275
0.3100.3040.585
0,3540.3470.689
0.3810.3740.755
20.612.1
1.80.888
0.162000.267
0.3670.3570.697
226
1.00.477
1.50.692
1.80,184
2.00.891
0.0253 0.0846
0.0312 0.104
0.0332 0.111
0.0340 0.113
0.2140.1950.375
0.2940.2680.543
0.3350.3050.639
0.3590.3260,700
23.613.6
1.81.030
0.2450.360
0.5680.4820.806
8.6
0.80.458
0.05510.128
0.2860.2290.360
25
18
1.00.674
1.50.988
1.81.168
2.01.285
0.2950.327
0.4100,456
0.4700.523
0.5070,563
0.4670.3740.529
0.6570.5260.775
0.7590.6070.917
0.8220.6571.009
8
1.00.620
1.50.906
1.81.071
2.01,177
0.06310,158
0.08150,204
0,08940.224
0.0935
0.234
0.4660.3330.487
0.6520.4660.711
0.7510.5360.840
0.8120.5800.924
2810
1.00.643
1.50.941
1.8 1,112
2.01.223
0.102
0.204
0.1360.272
0.1520.303
0,1600.321
0.5020.3580.505
0.7050.5030.738
0.8130.5810.873
0.8790.6280.950
12
1.00,666
1.50.975
1.81.153
2.01.268
0.1500.250
0.2030.338
0.2290.381
0,2440.406
0.5360.3830.522
0.7550.5390.765
0.8720.5230.905
0.9450.6750.995
28.616.1
1.81.260
0.4410.548
1.0500.7320.988
29,413.4
1.0 0.710
1.5 1.04
1.8 1.23
2.0 1.36
0,1980.296
0.2720.405
0.3080.406
0.3300.493
0.6390,4350.557
0.9040.6150.817
1.0500,7120.967
1.1300,7721.060
30.817,2
1.81.36
0.550.643
1.3200.8591.070
10
1.00.723
1.51.061
2.01.883
0.1180.237
0.1580.316
0.1860.373
0.7270.45500.567
1,0300.64300.833
1.2900.80801.085
3212
1.00,746
1.51.095
2.01.428
0.1740,290
0.2360.393
0.2840.474
0.7740.4840.567
1.090.685
1.380.863
16
1.00.791
1.51.163
2.01.520
0.3130.382
0.4350.543
0.5360.670
0.8630.5390.833
1.230.767
1.550.969
3612
1.0 0.826
1.5 1,215
2,01.588
0.198 0.331
0,269 0.449
0.3250.541
1.07 0.595 0.648
1.53 0.848 0.954
1.931.071.247
70