U Type Cold Rolled Sheet Piles

Cold Rolled Sheet Piles

U Type

Section
Width
(w)
Height
(h)
Thickness

Cross
Sectional
Area

Weight
Elastic
Section
Modulus

Moment
of Inertia

Flange
(t)
Pile

Wall

Cold Rolled in in in in²/ft lb/ft lb/ft² in³/ft in⁴/ft
  (mm) (mm) (mm) (cm²/m) (kg/m) (kg/m²) (cm³/m) (cm⁴/m)
CU2-1 27.56 5.75 0.157 2.65 20.70 9.01 4.9 14.2
  700 146 4.0 56.1 30.80 44.0 266 1,945
CU2-2 35.43 6.10 0.16 2.51 25.33 8.56 5.3 17.6
  900 155 4.0 53.2 37.70 41.8 284 2,415
CU3-1 27.56 5.79 0.20 3.32 25.94 11.30 6.1 17.7
  700 147 5.0 70.3 38.60 55.2 330 2,427
CU3-2 27.56 5.79 0.24 3.97 31.04 13.52 7.3 21.2
  700 147 6.0 84.1 46.20 66.0 392 2,907
CU4-1 23.62 9.82 0.14 2.87 19.29 9.79 8.7 42.9
  600 250 3.5 60.9 28.70 47.8 470 5,883
CU4-2 27.56 5.87 0.28 4.63 34.88 15.77 8.4 24.5
  700 149 7.0 98.1 51.90 77.0 450 3,352
CU5-1 27.56 5.91 0.31 5.29 41.39 18.02 9.4 27.8
  700 150 8.0 112.1 61.60 88.0 508 3,814
CU5-2 27.76 5.98 0.31 5.34 42.07 18.19 9.7 22.3
  705 152 8.0 113.1 62.60 88.8 519 3,050
CU5-3 29.53 9.84 0.16 3.00 25.13 10.22 9.8 48.0
  750 250 4.0 63.6 37.40 49.9 526 6,582
CU5-4 23.62 9.84 0.16 3.29 22.04 11.20 10.0 49.0
  600 250 4.0 69.7 32.80 54.7 537 6,711
CU6-1 27.56 9.88 0.20 3.89 30.51 13.27 12.5 61.4
  700 251 5.0 82.5 45.40 64.8 670 8,408
CU6-2 29.53 9.88 0.20 3.82 32.05 13.07 12.5 61.6
  750 251 5.0 81.0 47.70 63.8 672 8,441
CU7-1 36.26 9.92 0.24 4.30 44.28 14.66 14.7 72.6
  921 252 6.0 91.2 65.90 71.6 789 9,941
CU7-2 29.53 10.31 0.22 4.43 37.09 15.07 14.2 70.1
  750 262 5.7 93.8 55.20 73.6 763 9,604
CU8-1 29.53 9.92 0.24 4.63 38.84 15.77 15.0 74.0
  750 252 6.0 98.1 57.80 77.0 804 10,138
CU8-2 29.53 9.92 0.24 4.79 40.12 16.30 15.4 76.4
  750 252 6.2 101.4 59.70 79.6 830 10,470
CU9-1 29.53 9.96 0.28 5.44 45.56 18.51 17.4 86.2
  750 253 7.0 115.2 67.80 90.4 933 11,810
CU9-2 35.43 9.96 0.28 5.08 51.07 17.31 17.1 84.7
  900 253 7.0 107.6 76.00 84.5 917 11,607
CU9-3 27.56 12.26 0.22 4.69 36.69 15.97 17.5 106.8
  700 312 5.5 99.4 54.60 78.0 939 14,634
Section
Width
(w)
Height
(h)
Thickness
Cross
Sectional
Area

Weight
Elastic
Section
Modulus
Moment
of Inertia

Flange
(tf)
Pile

Wall

Cold Rolledinininin²/ftlb/ftlb/ft²in³/ftin⁴/ft
 (mm)(mm)(mm)(cm²/m)(kg/m)(kg/m²)(cm³/m)(cm⁴/m)
CU9-435.4312.30.2764.3844.0814.9316.6101.7
 900312.07.092.965.6072.989313,931
CU10-129.5310.000.316.2152.0121.1419.597.4
 750254.08.0131.577.40103.21,05013,345
CU10-235.4310.000.315.8058.3319.7419.295.9
 900254.08.0122.886.8096.41,03413,138
CU10-335.4312.320.285.1551.8817.5519.4119.1
 900313.07.0109.277.2085.71,04216,317
CU11-129.5310.040.357.0959.4024.1522.2111.4
 750255.09.0150.288.40117.91,19615,256
CU11-235.4310.040.356.6166.4622.5121.9109.4
 900255.09.0140.098.90109.91,17514,983
CU11-327.5612.300.265.5643.4818.9220.6126.5
 700312.56.5117.764.7092.41,10817,327
CU12-155.1212.380.375.4485.8118.5322.6139.3
 1,400314.59.5115.3127.7090.51,21319,077
CU12-260.6313.740.335.2790.7817.9623.4160.4
 1,540349.08.5111.7135.1087.71,25921,966
CU12-235.4312.360.315.8959.2720.2821.8134.6
 900314.08.0124.888.2099.01,17418,436
CU12-335.4313.700.285.4254.5618.4722.6154.2
 900348.07.0114.981.2090.21,21421,125
CU12-452.7612.380.335.5182.4518.7622.513.9
 1,340314.58.5116.7122.7091.61,2101,904
CU13-155.1212.420.376.0194.0820.4824.7153.1
 1,400315.59.5127.4140.00100.01,33020,973
CU13-260.6313.760.355.5595.5518.9024.4167.5
 1,540349.59.0117.6142.2092.31,31222,949
CU13-329.5313.680.286.1351.3420.8725.0169.5
 750347.57.0129.876.40101.91,34223,218
CU13-435.4313.740.316.1962.2921.0925.5174.8
 900349.08.0131.292.70103.01,37223,944
CU13-552.7612.420.376.0891.1220.7324.7152.7
 1,340315.59.5128.9135.60101.21,32620,916
CU14-155.1212.440.396.3098.5121.4425.8160.0
 1,400316.010.0133.4146.60104.71,38721,919
CU14-255.1212.460.416.60103.2822.4926.6165.5
 1,400316.510.5139.9153.70109.81,43222,678

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