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/ Conhecimento /Estacas prancha conformadas a frio CRP-U

Estacas prancha conformadas a frio CRP-U

 

Section Dimensions sectional area Mass Moment of inertia Modulus of Section
Width Height Thickness Per pile Wall
B H t          
mm mm mm cm2/m kg/m kg/m2 cm4/m cm3/m
CRP-U-296 350 140.0 8.0 136.1 37.4 106.9 2073 296
CRP-U-323 350 145.0 9.0 147.8 40.6 116.0 2263 323
CRP-U-351 350 150.0 10.0 166.0 45.6 130.3 2460 351
CRP-U-529 400 170.0 8.0 113.0 35.5  89.0 4500 529
CRP-U-880 400 240.0 9.2 137.0 43.2 108.0 10600 880
CRP-U-626 450 240.0 8.0 136.2 48.1 106.9 7516 626
CRP-U-698 450 240.0 10.0 166.7 58.9 130.9 8379 698
CRP-U-785 450 240:0 12.0 201.0 71.0 157.8 9420 785
CRP-U-1015 450 360.0 8.0 148.9 52.6 116.9 18267 1015
CRP-U-1132 450 360.0 9.0 166.1 58.7 130.4 20383 1132
CRP-U-1247 450 360.0 10.0 183.9 64.9 144.3 22443 1247
CRP-U-600 500 240.0 6.5 100.6 39.5  79.0 7200 600
CRP-U-714 500 240.0 8.0 121.0 47.5  95.0 8570 714
CRP-U-772 500 240.0 8.0 127.6 50.1 100.2 9266 772
CRP-U-804 500 240.0 9.0 136.2 53.5 107.0 9640 804
CRP-U-894 500 240.0 10.0 151.8 59.6 119.0 10710 894
CRP-U-863 500 240.0 10.0 160.5 63.0 126.0 10352 863
CRP-U-960 500 240.0 12.0 194.4 76.3 152.6 11521 960
CRP-U-1064 500 240.0 14.0 225.7 88.6 177.2 12772 1064

 

 

Section Dimensions sectional area Mass Moment of inertia Modulus of Section
Width Height Thickness Per pile Wall
w h t          
mm mm mm cm2/m kg/m kg/m2 cm4/m cm3/m
CRP-U-1047 525 360.0 8.0 140.2 57.8 110.1 18851   1047
CRP-U-1201 525 360.0 10.0 170.6 70.3 133.9 21620   1201
CRP-U-1374 525 360.0 12.0 202.9 83.6 159.2 24726   1374
CRP-U-1518 525 360.0 14.0 233.7 96.3 183.4 27329   1518
CRP-U-1094 575 360.0 8.0 133.9 60.4 105.1 19684   1094
CRP-U-1150 575 360.0 9.0 140.0 63.3 110.0 20340   1150
CRP-U-1221 575 360.0 9.0 149.9 67.6 117.6 21979   1221
CRP-U-1200 575 360.0 9.5 148.0 66.8 116.2 21600   1200
CRP-U-1250 575 360.0 10.0 155.0 70.2 122.0 22500   1250
CRP-U-1346 575 360.0 10.0 165.6 74.8 130.0 24223   1346
CRP-U-1375 575 360.0 10.0 165.7 74.8 130.1 24746   1375
CRP-U-1572 575 360.0 12.0 193.6 87.4 152.0 28300   1572
CRP-U-1750 575 360.0 14.0 220.7 99.6 173.2 31499   1750
CRP-U-1874 600 350.0 12.0 220.3 103.8 172.9 32797   1874
CRP-U-1105 600 360.0 8.0 131.7 62.0 103.4 19897   1105
CRP-U-1160 600 360.0 8.0 131.8 62.1 103.5 20765   1160
CRP-U-1220 600 360.0 8.5 140.2 66.0 110.0 21978   1220
CRP-U-1234 600 360.0 9.0 147.4 69.4 115.7 22219   1234
CRP-U-1290 600 360.0 9.0 148.3 69.9 116.4 23182   1290
CRP-U-1360 600 360.0 9.5 156.5 73.7 122.9 24375   1360
CRP-U-1361 600 360.0 10.0 162.9 76.7 127.9 24491   1361
CRP-U-1420 600 360.0 10.0 164.8 77.6 129.4 25559   1420
CRP-U-1435 600 360.0 10.0 160.5 75.6 126.0 25822   1435
CRP-U-1335 600 400.0 8.0 138.6 65.3 108.8 26697   1335
CRP-U-1493 600 400.0 9.0 155.9 73.4 122.4 29867   1493
CRP-U-1651 600 400.0 10.0 173.9 81.9 136.5 33011   1651
CRP-U-1790 600 487.0 8.0 150.3 70.8 118.0 43422   1790
CRP-U-1890 600 487.0 8.5 159.7 75.2 125.4 45988   1890
CRP-U-2000 600 487.0 9.0 169.2 79.7 132.7 48537   2000
CRP-U-2100 600 487.0 9.5 178.5 84.1 140.1 51069   2100
CRP-U-2200 600 487.0 10.0 187.8 88.5 147.4 53584   2200

 

 

Section Dimensions sectional area Mass Moment of inertia Modulus of Section
Width Height Thickness Per pile Wall
w h t          
mm mm mm cm2/m kg/m kg/m2 cm4/m cm3/m
CRP-U-2290 610 490.0 10.5 200.7 96.1 157.6  56098 2290
CRP-U-2390 610 490.0 11.0 210.3 100.7 165.1  58583 2390
CRP-U-2490 610 490.0 11.5 219.8 105.3 172.6  61051 2490
CRP-U-2590 610 490.0 12.0 229.5 109.9 180.1  63503 2590
CRP-U-1152 650 356.0 8.0 129.4 66.0 101.6  20500 1152
CRP-U-1223 650 357.0 8.5 137.2 70.0 107.7  21823 1223
CRP-U-1364 650 359.0 9.5 152.8 78.0 119.9  24484 1364
CRP-U-1793 650 476.0 8.0 147.4 75.2 115.7  42662 1793
CRP-U-1903 650 477.0 8.5 156.4 79.8 122.8  45390 1903
CRP-U-2014 650 478.0 9.0 165.4 84.4 129.8  48125 2014
CRP-U-2124 650 479.0 9.5 174.3 88.9 136.8  50868 2124
CRP-U-1661 650 480.0 8.0 139.5 71.2 109.5  39872 1661
CRP-U-1855 650 480.0 9.0 156.1 79.6 122.5  44521 1855
CRP-U-2234 650 480.0 10.0 183.1 93.4 143.8  53618 2234
CRP-U-2033 650 500.0 10.0 185.4 94.6 145.6  50819 2033
CRP-U-2215 650 500.0 11.0 205.3 104.8 161.2  55383 2215
CRP-U-2406 650 500.0 12.0 223.9 114.3 175.8  60145 2406
CRP-U-2030 650 536.0 8.0 151.5 77.3 118.9  54494 2030
CRP-U-2165 650 537.0 8.5 160.9 82.1 126.3  58048 2165
CRP-U-2320 650 538.0 9.0 170.3 86.9 133.7  61621 2320
CRP-U-2420 650 539.0 9.5 179.7 91.7 141.1  65211 2420
CRP-U-2074 650 540.0 8.0 153.7 78.4 120.7  56002 2074
CRP-U-2296 650 540.0 9.0 168.1 85.8 131.9  62003 2296
CRP-U-2318 650 540.0 9.0 172.1 87.8 135.1  62588 2318
CRP-U-2541 650 540.0 10.0 186.7 95.3 146.6  68603 2541
CRP-U-2550 650 540.0 10.0 188.4 96.2 147.9  68820 2550
CRP-U-2559 650 540.0 10.0 187.4 95.6 147.1  69093 2559
CRP-U-2783 650 540.0 11.0 205.4 104.8 161.3  75146 2783
CRP-U-3021 650 540.0 12.0 224.7 114.7 176.4  81570 3021
CRP-U-2308 650 541.0 10.5 198.3 101.2 155.7  62435 2308
CRP-U-2416 650 542.0 11.0 207.4 105.8 162.8  65470 2416

 

 

Section Dimensions sectional area Mass Moment of inertia Modulus of Section
Width Height Thickness Per pile Wall
w h t          
mm mm mm cm2/m kg/m kg/m2 cm4/m cm3/m
CRP-U-2523 650 543.0 11.5 216.5 110.5 170.0  68512 2523
CRP-U-2610 650 544.0 12.0 230.0 117.3 180.5  70979 2610
CRP-U-2300 700 540.0 9.0 162.5 89.3 127.6  62106 2300
CRP-U-2545 700 540.0 10.0 180.5 99.2 141.7  68719 2545
CRP-U-2788 700 540.0 11.0 198.6 109.1 155.9  75276 2788
CRP-U-3027 700 540.0 12.0 217.2 119.4 170.5  81718 3027
CRP-U-2993 700 560.0 11.0 216.6 119.0 170.1  83813 2993
CRP-U-3246 700 560.0 12.0 236.2 129.8 185.4  90880 3246
CRP-U-3330 700 596.0 12.0 240.0 131.9 188.4  99298 3330
CRP-U-3540 700 597.0 12.7 254.0 139.6 199.4 105634 3540
CRP-U-3650 700 598.0 13.0 260.0 142.9 204.1 108656 3650
CRP-U-3750 700 599.0 13.5 270.0 148.4 212.0 112252 3750
CRP-U-3890 700 600.0 14.0 280.0 153.9 219.8 116695 3890
CRP-U-693 750 320.0 5.0 72.7 42.8 57.0  11089 693
CRP-U-824 750 320.0 6.0 86.7 51.1 68.1  13191 824
CRP-U-953 750 320.0 7.0 100.7 59.3 79.0  15256 953
CRP-U-1449 750 476.0 8.0 128.0 75.3 100.4  34498 1449
CRP-U-1628 750 478.0 9.0 143.5 84.5 112.6  38909 1628
CRP-U-1840 750 478.0 9.0 149.3 87.9 117.2  43965 1840
CRP-U-1732 750 479.0 9.5 151.7 89.3 119.1  41480 1732
CRP-U-2041 750 480.0 10.0 165.4 97.4 129.8  48985 2041
CRP-U-2134 750 480.0 10.0 168.3 99.1 132.1  51214 2134
CRP-U-2304 750 540.0 9.0 157.7 92.8 123.8  62195 2304
CRP-U-2549 750 540.0 10.0 175.2 103.1 137.5  68820 2549
CRP-U-2286 750 540.0 10.0 170.5 100.4 133.8  61718 2286
CRP-U-2564 750 540.0 10.0 178.3 105.0 139.9  69237 2564
CRP-U-2792 750 540.0 11.0 192.7 113.5 151.3  75389 2792
CRP-U-3031 750 540.0 12.0 210.7 124.1 165.4  81847 3031
CRP-U-2603 750 561.0 10.5 191.9 113.0 150.7  73019 2603
CRP-U-2805 750 562.0 11.0 203.1 119.6 159.4  78809 2805
CRP-U-3045 750 564.0 12.0 225.0 132.5 176.6  85879 3045

 

 

Section Dimensions sectional area Mass Moment of inertia Modulus of Section
Width Height Thickness Per pile Wall
w h t          
mm mm mm cm2/m kg/m kg/m2 cm4/m cm3/m
CRP-U-3284 750 604.0 12.0 229.9 135.4 180.5 99175 3284
CRP-U-3549 750 606.0 13.0 252.6 148.7 198.3 107531 3549
CRP-U-3817 750 608.0 14.0 271.3 159.7 213.0 116028 3817
CRP-U-4002 750 610.0 15.0 308.2 181.4 241.9 122056 4002
CRP-U-4262 750 612.0 16.0 327.9 193.0 257.4 130430 4262
CRP-U-961 800 320.0 7.0 98.7 62.0 77.5 15374 961
CRP-U-1883 800 348.0 12.0 195.2 122.6 153.3 32763 1883
CRP-U-2037 800 350.0 13.0 210.9 132.4 165.5 35647 2037
CRP-U-1159 800 356.0 8.0 118.5 74.4 93.0 20629 1159
CRP-U-1303 800 358.0 9.0 132.9 83.4 104.3 23315 1303
CRP-U-1446 800 360.0 10.0 147.2 92.4 115.5 26026 1446
CRP-U-973 900 320.0 7.0 95.6 67.5 75.0 15571 973
CRP-U-1890 900 348.0 12.0 186.9 132.0 146.7 32887 1890
CRP-U-2045 900 350.0 13.0 201.9 142.6 158.5 35789 2045
CRP-U-1181 900 356.0 8.0 114.2 80.7 89.6 21028 1181
CRP-U-1328 900 358.0 9.0 128.1 90.5 100.6 23770 1328
CRP-U-1474 900 360.0 10.0 141.9 100.3 111.4 26538 1474

 

Estaca-prancha CRP-U constituída principalmente por areias e siltes arenosos, os solos granulares resistem à penetração da estaca principalmente como resistência pontual na ponta da estaca. Estacas-prancha de Aço tipo U, o atrito ao longo do comprimento da estaca contribui pouco para a resistência global.

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