Note: the section properties for square and rectangular tube are ...
Note: the section properties for square and rectangular tube are calculated exclusive of the corner radii.
Shape
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Outside
Diameter
0.500
0.500
0.500
0.500
0.500
0.500
0.625
0.625
0.625
0.625
0.625
0.625
0.706
0.706
0.706
0.706
0.706
0.706
0.750
0.750
0.750
0.750
0.750
0.750
0.750
0.815
0.815
0.815
0.815
0.815
0.815
0.815
0.815
0.870
0.870
0.870
0.870
0.870
0.870
0.870
0.875
0.875
0.875
0.875
Decimal Nominal
Gauge
Gauge Lbs/Foot
0.028
22
0.14127
0.035
20
0.17398
0.042
19
0.20563
0.049
18
0.23623
0.058
17
0.27404
0.065
16
0.30226
0.028
22
0.17869
0.035
20
0.22074
0.042
19
0.26175
0.049
18
0.30171
0.058
17
0.35155
0.065
16
0.38911
0.028
22
0.20293
0.035
20
0.25105
0.042
19
0.29812
0.049
18
0.34414
0.058
17
0.40177
0.065
16
0.44539
0.028
22
0.21610
0.035
20
0.26751
0.042
19
0.31787
0.049
18
0.36719
0.058
17
0.42905
0.065
16
0.47597
0.072
15
0.52184
0.028
22
0.23556
0.035
20
0.29183
0.042
19
0.34706
0.049
18
0.40123
0.058
17
0.46935
0.065
16
0.52113
0.072
15
0.57187
0.083
14
0.64948
0.028
22
0.25200
0.035
20
0.31240
0.042
19
0.37180
0.049
18
0.43000
0.058
17
0.50350
0.065
16
0.55940
0.072
15
0.61420
0.028
22
0.25352
0.035
20
0.31428
0.042
19
0.37400
0.049
18
0.43266
Yield
Strength
(psi)
45,000
45,000
45,000
45,000
45,000
45,000
45,000
45,000
45,000
45,000
45,000
45,000
45,000
45,000
45,000
45,000
45,000
45,000
45,000
45,000
45,000
45,000
45,000
45,000
50,000
45,000
45,000
45,000
45,000
45,000
45,000
50,000
50,000
45,000
45,000
45,000
45,000
45,000
45,000
50,000
45,000
45,000
45,000
45,000
Tensile
Strength
(psi)
48,000
48,000
48,000
48,000
48,000
48,000
48,000
48,000
48,000
48,000
48,000
48,000
48,000
48,000
48,000
48,000
48,000
48,000
48,000
48,000
48,000
48,000
48,000
48,000
55,000
48,000
48,000
48,000
48,000
48,000
48,000
55,000
55,000
48,000
48,000
48,000
48,000
48,000
48,000
55,000
48,000
48,000
48,000
48,000
Section
Modulus
0.00464
0.00556
0.00639
0.00715
0.00800
0.00859
0.00751
0.00907
0.01052
0.01186
0.01343
0.01454
0.00973
0.01180
0.01374
0.01555
0.01770
0.01925
0.01106
0.01343
0.01567
0.01777
0.02027
0.02208
0.02377
0.01317
0.01604
0.01875
0.02132
0.02440
0.02663
0.02873
0.03178
0.01511
0.01843
0.02158
0.02457
0.02818
0.03082
0.03331
0.01529
0.01866
0.02185
0.02488
Moment
of Inertia
0.00116
0.00139
0.00160
0.00179
0.00200
0.00215
0.00235
0.00283
0.00329
0.00370
0.00420
0.00454
0.00343
0.00416
0.00485
0.00549
0.00625
0.00679
0.00415
0.00504
0.00588
0.00666
0.00760
0.00828
0.00891
0.00537
0.00654
0.00764
0.00869
0.00994
0.01085
0.01171
0.01295
0.00657
0.00802
0.00939
0.01069
0.01226
0.01341
0.01449
0.00669
0.00816
0.00956
0.01089
Radius of
Gyration
0.16716
0.16486
0.16260
0.16038
0.15760
0.15549
0.21129
0.20895
0.20664
0.20437
0.20150
0.19930
0.23990
0.23754
0.23521
0.23291
0.23000
0.22777
0.25544
0.25307
0.25074
0.24843
0.24550
0.24325
0.24104
0.27840
0.27603
0.27368
0.27136
0.26840
0.26614
0.26390
0.26044
0.29783
0.29545
0.29310
0.29076
0.28780
0.28552
0.28326
0.29960
0.29722
0.29486
0.29253
Area
0.04154
0.05115
0.06046
0.06945
0.08057
0.08886
0.05254
0.06490
0.07696
0.08870
0.10336
0.11440
0.05966
0.07381
0.08765
0.10118
0.11812
0.13095
0.06354
0.07865
0.09346
0.10795
0.12614
0.13994
0.15342
0.06926
0.08580
0.10204
0.11796
0.13799
0.15321
0.16813
0.19095
0.07410
0.09185
0.10930
0.12643
0.14802
0.16445
0.18058
0.07454
0.09240
0.10996
0.12720
Disclaimer: the section properties in this table were calculated using recognized engineering principles and are for
general information only. While believed to be accurate, this information should not be used or relied upon for any
specific application without competent professional examination and verification of its accuracy, suitability or
applicability by a licensed professional engineer, designer or architect. The publication of the information herein is not
intended as a representation of warranty on the part of Allied Tube & Conduit. Anyone making use of this information
assumes all liability arising from such use.
Nov. 2001
Note: the section properties for square and rectangular tube are calculated exclusive of the corner radii.
Shape
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Outside
Diameter
0.875
0.875
0.875
0.922
0.922
0.922
0.922
0.922
0.922
0.922
0.922
0.980
0.980
0.980
0.980
0.980
0.980
0.980
0.980
0.995
0.995
0.995
0.995
0.995
0.995
0.995
0.995
0.995
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.000
1.029
1.029
1.029
1.029
1.029
1.029
1.029
Decimal Nominal
Gauge
Gauge Lbs/Foot
0.058
17
0.50655
0.065
16
0.56282
0.072
15
0.61805
0.028
22
0.26759
0.035
20
0.33187
0.042
19
0.39510
0.049
18
0.45728
0.058
17
0.53569
0.065
16
0.59548
0.072
15
0.65422
0.083
14
0.74442
0.028
22
0.28495
0.035
20
0.35357
0.042
19
0.42114
0.049
18
0.48766
0.058
17
0.57165
0.065
16
0.63578
0.072
15
0.69886
0.083
14
0.79588
0.028
22
0.28944
0.035
20
0.35918
0.042
19
0.42787
0.049
18
0.49552
0.058
17
0.58095
0.065
16
0.64621
0.072
15
0.71041
0.083
14
0.80919
0.095
13
0.91399
0.028
22
0.29093
0.035
20
0.36105
0.042
19
0.43012
0.049
18
0.49814
0.058
17
0.58405
0.065
16
0.64968
0.072
15
0.71426
0.083
14
0.81362
0.095
13
0.91907
0.028
22
0.29961
0.035
20
0.37190
0.042
19
0.44314
0.049
18
0.51333
0.058
17
0.60203
0.065
16
0.66983
0.072
15
0.73658
Yield
Strength
(psi)
45,000
45,000
50,000
45,000
45,000
45,000
45,000
45,000
45,000
50,000
50,000
45,000
45,000
45,000
45,000
45,000
45,000
50,000
50,000
45,000
45,000
45,000
45,000
45,000
45,000
50,000
50,000
50,000
45,000
45,000
45,000
45,000
45,000
45,000
50,000
50,000
50,000
45,000
45,000
45,000
45,000
45,000
45,000
50,000
Tensile
Strength
(psi)
48,000
48,000
55,000
48,000
48,000
48,000
48,000
48,000
48,000
55,000
55,000
48,000
48,000
48,000
48,000
48,000
48,000
55,000
55,000
48,000
48,000
48,000
48,000
48,000
48,000
55,000
55,000
55,000
48,000
48,000
48,000
48,000
48,000
48,000
55,000
55,000
55,000
48,000
48,000
48,000
48,000
48,000
48,000
55,000
Section
Modulus
0.02854
0.03121
0.03374
0.01706
0.02084
0.02444
0.02787
0.03202
0.03506
0.03795
0.04218
0.01938
0.02371
0.02784
0.03178
0.03659
0.04012
0.04348
0.04843
0.02001
0.02448
0.02876
0.03284
0.03782
0.04148
0.04497
0.05012
0.05529
0.02022
0.02474
0.02907
0.03320
0.03823
0.04194
0.04548
0.05069
0.05593
0.02146
0.02628
0.03089
0.03530
0.04068
0.04466
0.04845
Moment
of Inertia
0.01249
0.01366
0.01476
0.00787
0.00961
0.01127
0.01285
0.01476
0.01616
0.01749
0.01944
0.00950
0.01162
0.01364
0.01557
0.01793
0.01966
0.02131
0.02373
0.00995
0.01218
0.01431
0.01634
0.01881
0.02064
0.02237
0.02494
0.02751
0.01011
0.01237
0.01453
0.01660
0.01912
0.02097
0.02274
0.02535
0.02796
0.01104
0.01352
0.01589
0.01816
0.02093
0.02298
0.02493
Radius of
Gyration
0.28956
0.28728
0.28502
0.31621
0.31382
0.31146
0.30912
0.30614
0.30384
0.30157
0.29806
0.33670
0.33431
0.33194
0.32959
0.32660
0.32429
0.32201
0.31847
0.34200
0.33961
0.33724
0.33489
0.33189
0.32958
0.32730
0.32375
0.31994
0.34377
0.34138
0.33900
0.33665
0.33365
0.33135
0.32906
0.32551
0.32170
0.35402
0.35162
0.34925
0.34689
0.34389
0.34157
0.33928
Area
0.14893
0.16547
0.18171
0.07867
0.09757
0.11616
0.13444
0.15749
0.17507
0.19234
0.21886
0.08378
0.10395
0.12382
0.14337
0.16807
0.18692
0.20547
0.23399
0.08510
0.10560
0.12580
0.14568
0.17080
0.18999
0.20886
0.23790
0.26871
0.08554
0.10615
0.12646
0.14645
0.17171
0.19101
0.20999
0.23921
0.27021
0.08809
0.10934
0.13028
0.15092
0.17700
0.19693
0.21656
Disclaimer: the section properties in this table were calculated using recognized engineering principles and are for
general information only. While believed to be accurate, this information should not be used or relied upon for any
specific application without competent professional examination and verification of its accuracy, suitability or
applicability by a licensed professional engineer, designer or architect. The publication of the information herein is not
intended as a representation of warranty on the part of Allied Tube & Conduit. Anyone making use of this information
assumes all liability arising from such use.
Nov. 2001
Note: the section properties for square and rectangular tube are calculated exclusive of the corner radii.
Shape
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Outside
Diameter
1.029
1.029
1.050
1.050
1.050
1.050
1.050
1.050
1.050
1.050
1.050
1.125
1.125
1.125
1.125
1.125
1.125
1.125
1.125
1.163
1.163
1.163
1.163
1.163
1.163
1.163
1.163
1.187
1.187
1.187
1.187
1.250
1.250
1.250
1.250
1.250
1.250
1.250
1.250
1.250
1.250
1.250
1.290
1.290
Decimal Nominal
Gauge
Gauge Lbs/Foot
0.083
14
0.83935
0.095
13
0.94852
0.028
22
0.30590
0.035
20
0.37976
0.042
19
0.45257
0.049
18
0.52433
0.058
17
0.61506
0.065
16
0.68442
0.072
15
0.75274
0.083
14
0.85799
0.095
13
0.96985
0.028
22
0.32835
0.035
20
0.40782
0.042
19
0.48624
0.049
18
0.56362
0.058
17
0.66156
0.065
16
0.73654
0.072
15
0.81047
0.083
14
0.92453
0.035
20
0.42204
0.042
19
0.50330
0.049
18
0.58352
0.058
17
0.68512
0.065
16
0.76294
0.072
15
0.83972
0.083
14
0.95825
0.095
13
1.08461
0.042
19
0.51410
0.049
18
0.59610
0.058
17
0.70000
0.065
16
0.77960
0.035
20
0.45459
0.042
19
0.54236
0.049
18
0.62909
0.058
17
0.73906
0.065
16
0.82339
0.072
15
0.90668
0.083
14
1.03544
0.095
13
1.17296
0.109
12
1.32950
0.120
11
1.44956
0.134
10
1.59863
0.042
19
0.56032
0.049
18
0.65004
Yield
Strength
(psi)
50,000
50,000
45,000
45,000
45,000
45,000
45,000
45,000
50,000
50,000
50,000
45,000
45,000
45,000
45,000
45,000
45,000
50,000
50,000
45,000
45,000
45,000
45,000
45,000
50,000
50,000
50,000
45,000
45,000
45,000
45,000
45,000
45,000
45,000
45,000
45,000
50,000
50,000
50,000
50,000
50,000
50,000
45,000
45,000
Tensile
Strength
(psi)
55,000
55,000
48,000
48,000
48,000
48,000
48,000
48,000
55,000
55,000
55,000
48,000
48,000
48,000
48,000
48,000
48,000
55,000
55,000
48,000
48,000
48,000
48,000
48,000
55,000
55,000
55,000
48,000
48,000
48,000
48,000
48,000
48,000
48,000
48,000
48,000
55,000
55,000
55,000
55,000
55,000
55,000
48,000
48,000
Section
Modulus
0.05406
0.05971
0.02238
0.02742
0.03224
0.03686
0.04251
0.04668
0.05067
0.05657
0.06252
0.02583
0.03168
0.03731
0.04272
0.04935
0.05426
0.05898
0.06599
0.03397
0.04002
0.04585
0.05301
0.05833
0.06343
0.07104
0.07879
0.04178
0.04788
0.05539
0.06097
0.03949
0.04659
0.05344
0.06188
0.06818
0.07425
0.08332
0.09262
0.10269
0.11005
0.11874
0.04977
0.05712
Moment
of Inertia
0.02781
0.03072
0.01175
0.01439
0.01693
0.01935
0.02232
0.02451
0.02660
0.02970
0.03282
0.01453
0.01782
0.02099
0.02403
0.02776
0.03052
0.03318
0.03712
0.01975
0.02327
0.02666
0.03082
0.03392
0.03689
0.04131
0.04582
0.02480
0.02842
0.03287
0.03618
0.02468
0.02912
0.03340
0.03868
0.04261
0.04640
0.05208
0.05789
0.06418
0.06878
0.07421
0.03210
0.03684
Radius of
Gyration
0.33572
0.33190
0.36144
0.35904
0.35667
0.35430
0.35130
0.34898
0.34669
0.34312
0.33929
0.38795
0.38554
0.38316
0.38079
0.37777
0.37544
0.37313
0.36954
0.39897
0.39658
0.39421
0.39119
0.38885
0.38654
0.38294
0.37906
0.40506
0.40269
0.39966
0.39732
0.42971
0.42732
0.42494
0.42190
0.41956
0.41723
0.41361
0.40970
0.40521
0.40173
0.39737
0.44145
0.43907
Area
0.24677
0.27887
0.08994
0.11165
0.13306
0.15415
0.18083
0.20122
0.22131
0.25225
0.28514
0.09654
0.11990
0.14296
0.16570
0.19450
0.21654
0.23828
0.27181
0.12408
0.14797
0.17156
0.20143
0.22431
0.24688
0.28173
0.31887
0.15114
0.17525
0.20580
0.22921
0.13365
0.15946
0.18495
0.21728
0.24208
0.26656
0.30442
0.34485
0.39087
0.42617
0.47000
0.16474
0.19111
Disclaimer: the section properties in this table were calculated using recognized engineering principles and are for
general information only. While believed to be accurate, this information should not be used or relied upon for any
specific application without competent professional examination and verification of its accuracy, suitability or
applicability by a licensed professional engineer, designer or architect. The publication of the information herein is not
intended as a representation of warranty on the part of Allied Tube & Conduit. Anyone making use of this information
assumes all liability arising from such use.
Nov. 2001
Note: the section properties for square and rectangular tube are calculated exclusive of the corner radii.
Shape
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Outside
Diameter
1.290
1.290
1.290
1.290
1.290
1.290
1.290
1.290
1.315
1.315
1.315
1.315
1.315
1.315
1.315
1.315
1.315
1.315
1.315
1.375
1.375
1.375
1.375
1.375
1.375
1.375
1.500
1.500
1.500
1.500
1.500
1.500
1.500
1.500
1.500
1.500
1.500
1.510
1.510
1.510
1.510
1.510
1.510
1.510
Decimal Nominal
Gauge
Gauge Lbs/Foot
0.058
17
0.76386
0.065
16
0.85119
0.072
15
0.93747
0.083
14
1.07094
0.095
13
1.21358
0.109
12
1.37611
0.120
11
1.50088
0.134
10
1.65592
0.035
20
0.47891
0.042
19
0.57155
0.049
18
0.66314
0.058
17
0.77936
0.065
16
0.86856
0.072
15
0.95671
0.083
14
1.09312
0.095
13
1.23897
0.109
12
1.40524
0.120
11
1.53295
0.134
10
1.69174
0.035
20
0.50136
0.042
19
0.59849
0.049
18
0.69457
0.058
17
0.81656
0.065
16
0.91025
0.072
15
1.00289
0.083
14
1.14635
0.035
20
0.54813
0.042
19
0.65461
0.049
18
0.76004
0.058
17
0.89406
0.065
16
0.99711
0.072
15
1.09910
0.083
14
1.25726
0.095
13
1.42685
0.109
12
1.62081
0.120
11
1.77026
0.134
10
1.95674
0.035
20
0.55187
0.042
19
0.65910
0.049
18
0.76528
0.058
17
0.90026
0.065
16
1.00406
0.072
15
1.10680
0.083
14
1.26613
Yield
Strength
(psi)
45,000
45,000
50,000
50,000
50,000
50,000
50,000
50,000
45,000
45,000
45,000
45,000
45,000
50,000
50,000
50,000
50,000
50,000
50,000
40,000
40,000
40,000
40,000
40,000
50,000
50,000
40,000
40,000
40,000
40,000
40,000
50,000
50,000
50,000
50,000
50,000
50,000
40,000
40,000
40,000
40,000
40,000
50,000
50,000
Tensile
Strength
(psi)
48,000
48,000
55,000
55,000
55,000
55,000
55,000
55,000
48,000
48,000
48,000
48,000
48,000
55,000
55,000
55,000
55,000
55,000
55,000
45,000
45,000
45,000
45,000
45,000
55,000
55,000
45,000
45,000
45,000
45,000
45,000
55,000
55,000
55,000
55,000
55,000
55,000
45,000
45,000
45,000
45,000
45,000
55,000
55,000
Section
Modulus
0.06620
0.07297
0.07951
0.08930
0.09935
0.11027
0.11828
0.12776
0.04388
0.05182
0.05949
0.06897
0.07605
0.08289
0.09314
0.10368
0.11515
0.12357
0.13356
0.04815
0.05689
0.06536
0.07584
0.08369
0.09128
0.10270
0.05767
0.06823
0.07849
0.09123
0.10080
0.11009
0.12410
0.13863
0.15459
0.16642
0.18060
0.05847
0.06918
0.07959
0.09252
0.10224
0.11167
0.12590
Moment
of Inertia
0.04270
0.04707
0.05128
0.05760
0.06408
0.07113
0.07629
0.08240
0.02885
0.03407
0.03911
0.04534
0.05000
0.05450
0.06124
0.06817
0.07571
0.08125
0.08782
0.03310
0.03911
0.04494
0.05214
0.05754
0.06276
0.07060
0.04325
0.05117
0.05887
0.06842
0.07560
0.08256
0.09308
0.10397
0.11594
0.12481
0.13545
0.04414
0.05223
0.06009
0.06985
0.07719
0.08431
0.09506
Radius of
Gyration
0.43603
0.43368
0.43135
0.42772
0.42380
0.41929
0.41580
0.41141
0.45268
0.45029
0.44790
0.44486
0.44251
0.44017
0.43653
0.43261
0.42809
0.42459
0.42020
0.47389
0.47149
0.46910
0.46605
0.46369
0.46135
0.45770
0.51807
0.51566
0.51326
0.51020
0.50783
0.50548
0.50181
0.49784
0.49326
0.48971
0.48524
0.52160
0.51919
0.51679
0.51373
0.51136
0.50901
0.50534
Area
0.22458
0.25025
0.27562
0.31485
0.35679
0.40458
0.44126
0.48684
0.14080
0.16804
0.19496
0.22913
0.25536
0.28127
0.32138
0.36426
0.41314
0.45069
0.49737
0.14740
0.17596
0.20420
0.24007
0.26761
0.29485
0.33703
0.16115
0.19246
0.22345
0.26286
0.29315
0.32314
0.36963
0.41949
0.47652
0.52046
0.57528
0.16225
0.19378
0.22499
0.26468
0.29519
0.32540
0.37224
Disclaimer: the section properties in this table were calculated using recognized engineering principles and are for
general information only. While believed to be accurate, this information should not be used or relied upon for any
specific application without competent professional examination and verification of its accuracy, suitability or
applicability by a licensed professional engineer, designer or architect. The publication of the information herein is not
intended as a representation of warranty on the part of Allied Tube & Conduit. Anyone making use of this information
assumes all liability arising from such use.
Nov. 2001
Note: the section properties for square and rectangular tube are calculated exclusive of the corner radii.
Shape
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Round
Outside
Diameter
1.510
1.510
1.510
1.510
1.625
1.625
1.625
1.625
1.625
1.625
1.625
1.625
1.625
1.625
1.625
1.638
1.638
1.638
1.638
1.638
1.638
1.638
1.638
1.638
1.638
1.660
1.660
1.660
1.660
1.660
1.660
1.660
1.660
1.660
1.660
1.660
1.690
1.690
1.690
1.690
1.690
1.690
1.690
1.740
Decimal Nominal
Gauge
Gauge Lbs/Foot
0.095
13
1.43700
0.109
12
1.63246
0.120
11
1.78309
0.134
10
1.97107
0.035
20
0.59489
0.042
19
0.71073
0.049
18
0.82552
0.058
17
0.97157
0.065
16
1.08397
0.072
15
1.19531
0.083
14
1.36817
0.095
13
1.55379
0.109
12
1.76646
0.120
11
1.93061
0.134
10
2.13580
0.042
19
0.71657
0.049
18
0.83233
0.058
17
0.97963
0.065
16
1.09300
0.072
15
1.20532
0.083
14
1.37971
0.095
13
1.56699
0.109
12
1.78161
0.120
11
1.94729
0.134
10
2.15442
0.035
20
0.60799
0.042
19
0.72645
0.049
18
0.84385
0.058
17
0.99327
0.065
16
1.10829
0.072
15
1.22225
0.083
14
1.39922
0.095
13
1.58934
0.109
12
1.80724
0.120
11
1.97551
0.134
10
2.18593
0.065
16
1.12913
0.072
15
1.24534
0.083
14
1.42584
0.095
13
1.61980
0.109
12
1.84220
0.120
11
2.01400
0.134
10
2.22891
0.035
20
0.63792
Yield
Strength
(psi)
50,000
50,000
50,000
50,000
40,000
40,000
40,000
40,000
40,000
50,000
50,000
50,000
50,000
50,000
50,000
40,000
40,000
40,000
40,000
50,000
50,000
50,000
50,000
50,000
50,000
40,000
40,000
40,000
40,000
40,000
50,000
50,000
50,000
50,000
50,000
50,000
40,000
50,000
50,000
50,000
50,000
50,000
50,000
40,000
Tensile
Strength
(psi)
55,000
55,000
55,000
55,000
45,000
45,000
45,000
45,000
45,000
55,000
55,000
55,000
55,000
55,000
55,000
45,000
45,000
45,000
45,000
55,000
55,000
55,000
55,000
55,000
55,000
45,000
45,000
45,000
45,000
45,000
55,000
55,000
55,000
55,000
55,000
55,000
45,000
55,000
55,000
55,000
55,000
55,000
55,000
45,000
Section
Modulus
0.14066
0.15689
0.16892
0.18335
0.06805
0.08060
0.09282
0.10804
0.11951
0.13066
0.14755
0.16513
0.18455
0.19902
0.21646
0.08195
0.09438
0.10987
0.12154
0.13290
0.15010
0.16802
0.18782
0.20258
0.22038
0.07111
0.08425
0.09705
0.11300
0.12503
0.13673
0.15448
0.17296
0.19342
0.20867
0.22709
0.12986
0.14205
0.16055
0.17983
0.20119
0.21713
0.23641
0.07836
Moment
of Inertia
0.10620
0.11845
0.12753
0.13843
0.05529
0.06549
0.07541
0.08778
0.09710
0.10616
0.11988
0.13417
0.14995
0.16170
0.17587
0.06712
0.07730
0.08998
0.09954
0.10884
0.12294
0.13761
0.15382
0.16591
0.18049
0.05902
0.06993
0.08055
0.09379
0.10377
0.11349
0.12822
0.14356
0.16054
0.17320
0.18848
0.10973
0.12003
0.13566
0.15196
0.17000
0.18348
0.19976
0.06817
Radius of
Gyration
0.50137
0.49679
0.49323
0.48876
0.56225
0.55983
0.55743
0.55436
0.55198
0.54962
0.54593
0.54194
0.53733
0.53375
0.52923
0.56443
0.56202
0.55895
0.55657
0.55421
0.55052
0.54653
0.54192
0.53833
0.53381
0.57462
0.57220
0.56980
0.56672
0.56434
0.56198
0.55828
0.55429
0.54967
0.54608
0.54156
0.57494
0.57257
0.56888
0.56488
0.56025
0.55666
0.55213
0.60289
Area
0.42248
0.47994
0.52423
0.57949
0.17490
0.20896
0.24270
0.28564
0.31869
0.35142
0.40224
0.45681
0.51934
0.56760
0.62792
0.21067
0.24471
0.28801
0.32134
0.35436
0.40563
0.46070
0.52379
0.57250
0.63340
0.17875
0.21358
0.24809
0.29202
0.32584
0.35934
0.41137
0.46726
0.53133
0.58080
0.64266
0.33196
0.36613
0.41920
0.47622
0.54161
0.59211
0.65530
0.18755
Disclaimer: the section properties in this table were calculated using recognized engineering principles and are for
general information only. While believed to be accurate, this information should not be used or relied upon for any
specific application without competent professional examination and verification of its accuracy, suitability or
applicability by a licensed professional engineer, designer or architect. The publication of the information herein is not
intended as a representation of warranty on the part of Allied Tube & Conduit. Anyone making use of this information
assumes all liability arising from such use.
Nov. 2001
................
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