CỪ THÉP pdf

Steel Sheet Piles > U Section Oriental Sheet Piling Rep Office- 62 A 23 Pham Viet Chanh St, W19 Binh Thanh Dist Tel: 8405 207_HP090 927 0033 Since the beginning of the 20th century millions of tons of U sheet piles have been used all over the world for every kind of structure. The advantages of U piles are multiple: - • A wide range of sections forming several series with various geometrical characteristics, offering the choice of the section technically and economically best suited for a specific project. • The combination of great wave depth with important flange thickness giving excellent statical properties. • Easy fixing of tie rods and swivelling attachments, even under water. Section Dimensions Sectional area Mass Moment of Elastic section Static moment Plastic section b h e a single pile wall mm mm mm mm cm 2 /m kg/m kg/m 2 cm 4 /m cm 3 /m cm 3 /m cm 3 /m AU 14 750 408 10,0 8,3 132 77,9 104 28710 1410 820 1663 AU 16 750 411 11,5 9,3 147 86,3 115 32850 1600 935 1891 AU 17 750 412 12,0 9,7 151 89,0 119 34270 1665 975 1968 AU 18 750 441 10,5 9,1 150 88,5 118 39300 1780 1028 2082 AU 20 750 444 12,0 10,0 165 96,9 129 44440 2000 1157 2339 AU 21 750 445 12,5 10,3 169 99,7 133 46180 2075 1200 2423 AU 23 750 447 13,0 9,5 173 102,1 136 50700 2270 1285 2600 AU 25 750 450 14,5 10,2 188 110,4 147 56240 2500 1420 2866 AU 26 750 451 15,0 10,5 192 113,2 151 58140 2580 1465 2955 PU 6 600 226 7,5 6,4 97 45,6 76 6780 600 335 697 PU 8 600 280 8,0 8,0 116 54,5 91 11620 830 480 983 PU 12 600 360 9,8 9,0 140 66,1 110 21600 1200 715 1457 PU 12 10/10 600 360 10,0 10,0 148 69,6 116 22580 1255 755 1535 PU 16 600 380 12,0 9,0 159 74,7 124 30400 1600 925 1878 PU 20 600 430 12,4 10 180 84,3 141 43000 2000 PU 22 600 450 12,1 9,5 183 86,1 144 49460 2200 1275 2580 PU 25 600 452 14,2 10,0 199 93,6 156 56490 2500 1435 2899 PU 32 600 452 19,5 10,0 242 114,1 190 72320 3200 1825 3687 L 3 S 500 400 14,1 10,0 201 78,9 158 40010 2000 1175 2389 L 4 S 500 440 15,5 10,0 219 86,2 172 55010 2500 1455 2956 JSP 3 400 250 13,0 - 191 60,0 150 16800 1340 730 - JAPAN / KOREA SHEET PILES Dimensions and Sectional Properties Section Type Dimensions Per Pile Per Linear Meter of Wall Width (B) Hei- ght (H) Avg Coat- ing Area* Thick- ness (T) Sec- tional Area (A) Wei- ght (W) Moment of Inertia (Lx) Setion Mod- ulus Sec- tional Area Wei- ght (W) Moment of Inertia (Ix) Section Mod- ulus (Zx) mm mm m 2/ m mm cm 2 kg/m cm 4 cm 3 cm 2 /m kg/m 2 cm 4 /m cm 3 /m I A 400 85 0.47 8.0 45.21 35.5 598 88 113.0 88.8 4,500 529 II 400 100 0.50 10.5 61.18 48.0 1,240 152 153.0 120 8,740 874 II A 400 120 0.52 9.2 55.01 43.2 1,460 160 137.5 108 10,600 880 III 400 125 0.55 13.0 76.42 60.0 2,220 223 191.0 150 16,800 1,340 III A 400 150 0.57 13.1 74.40 58.4 2,790 250 186.0 146 22,800 1,520 IV 400 170 0.63 15.5 96.99 76.1 4,670 362 242.5 190 38,600 2,270 IV A 400 185 0.62 16.1 94.21 74.0 5,300 400 235.1 185 41,600 2,250 III L 500 170 0.69 12.0 87.90 69.0 4,420 352 175.8 138 27,500 1,620 IV L 500 200 0.73 17.0 111.50 87.5 7,080 470 223.0 175 50,000 2,500 VL 500 200 0.71 24.3 133.80 105.0 7,960 520 267.6 210 63,000 3,150 VI L 500 225 0.75 27.6 153.00 120.0 11,400 680 306.0 240 86,000 3,820 C III 400 125 13.0 60.0 * Mean value of front and back areas Section Dimensions Per Pile Per wall width w H t Sectional area Unit Weight Moment of Inertia Modulus of Section Sectional area Unit Weight Moment of Inertia Modulus of Section mm mm mm cm 3 kg/m cm 4 cm 3 cm 2 /m kg/m2 cm 4 /m cm 3 /m *ISP-II w 600 130 10.3 78.70 61.80 2.110 203 131.2 103 13.000 1.000 ISP-III w 600 180 13.4 103.9 81.60 5.220 376 173.2 136 32.400 1.800 *ISP IV w 600 210 18.0 135.3 106.00 8.630 539 225.5 177 56.700 2.700 * These sizes indicated by an asterisk (*) are not included in regular rolling schedules. Should you need any futher information Pls feel free to call: (84.8) 8405 207 - HP 090 927 0033