MOM1 Page MOM1 SNOWY MOUNTAINS ENGINEERING CORPORATION Program PILING Special Version **************************************************************************** Analysis of Structural Piling Systems Bridge Management System - Design Manual **************************************************************************** Mom1.plg 10:15 am Dec ** C.TY CAU COC BTCT DUC SAN D=0.35M - DON VI: KN.M PILE PROPERTIES *************** No IRR J A BR 125E-02 125E-02 212E-02 123 350 RAKES ***** RAKE NO ISS BS E PR 350 250E+08 200 HORIZ VERT *** VERTICAL *** SOIL PROPERTIES *************** Property No Soil Surface Z-Coord Z-coord Elastic Modulus 520E+04 520E+04 232E+04 232E+04 468E+04 468E+04 618E+04 618E+04 000 1.700 1.710 14.600 14.610 25.800 25.810 37.810 PILE DETAILS ************ NO X 10 11 12 13 14 15 -1.500 -1.500 -1.500 -1.500 -1.500 450 450 450 450 450 1.500 1.500 1.500 1.500 1.500 Y Z LENGTH 000 Soil Type CLAY CLAY CLAY CLAY CLAY CLAY CLAY CLAY Cu (clay) Phi (sand) 44.000 44.000 19.650 19.650 39.600 39.600 52.500 52.500 Soil Density 17.750 17.750 16.770 16.770 17.600 17.600 17.600 17.600 ALPHA GAMMA RAKE SECT SOIL TOP BOT -4.100 000 32.300 0 1 FIX REL -2.050 000 32.300 0 1 FIX REL 000 000 32.300 0 1 FIX REL 2.050 000 32.300 0 1 FIX REL 4.100 000 32.300 0 1 FIX REL -4.100 000 32.300 0 1 FIX REL -2.050 000 32.300 0 1 FIX REL 000 000 32.300 0 1 FIX REL 2.050 000 32.300 0 1 FIX REL 4.100 000 32.300 0 1 FIX REL -4.100 000 32.300 0 1 FIX REL -2.050 000 32.300 0 1 FIX REL 000 000 32.300 0 1 FIX REL 2.050 000 32.300 0 1 FIX REL 4.100 000 32.300 0 1 FIX REL SNOWY MOUNTAINS ENGINEERING CORPORATION Program PILING Special Version **************************************************************************** Analysis of Structural Piling Systems Page MOM1 Bridge Management System - Design Manual **************************************************************************** Mom1.plg 10:15 am Dec ** C.TY CP CAU A COC BTCT DUC SAN D=0.35M - DON VI: KN.M Load Case To hop tai cuong IA Max LOAD X-ORD 000 Y-ORD 000 Z-ORD 000 FX 701.4 FY FZ 4799.8 MX MY 978.9 -1598.0 GLOBAL DISPLACEMENTS AT ORIGIN X-DEF 5376E-02 Y-DEF 8082E-04 Z-DEF 3277E-02 X-ROT Y-ROT Z-ROT 8040E-04 -.6545E-03 -.7977E-13 S-SHEAR 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 AXIAL 186.339 201.967 217.594 233.222 248.850 307.348 322.976 338.603 354.231 369.859 372.507 388.135 403.762 419.390 435.017 R-MOMENT 1.187 1.187 1.187 1.187 1.187 1.187 1.187 1.187 1.187 1.187 1.187 1.187 1.187 1.187 1.187 S-MOMENT 37.341 37.341 37.341 37.341 37.341 37.341 37.341 37.341 37.341 37.341 37.341 37.341 37.341 37.341 37.341 TORSION 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 Z-ORD 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 X-DEF 5376E-02 5376E-02 5376E-02 5376E-02 5376E-02 5376E-02 5376E-02 5376E-02 5376E-02 5376E-02 5376E-02 5376E-02 5376E-02 5376E-02 5376E-02 Y-DEF 8082E-04 8082E-04 8082E-04 8082E-04 8082E-04 8082E-04 8082E-04 8082E-04 8082E-04 8082E-04 8082E-04 8082E-04 8082E-04 8082E-04 8082E-04 Z-DEF 1965E-02 2130E-02 2295E-02 2460E-02 2625E-02 3242E-02 3406E-02 3571E-02 3736E-02 3901E-02 3929E-02 4094E-02 4258E-02 4423E-02 4588E-02 Y-DEF 8082E-04 Z-DEF 3277E-02 PILE FORCES PILE 10 11 12 13 14 15 R-SHEAR 46.760 46.760 46.760 46.760 46.760 46.760 46.760 46.760 46.760 46.760 46.760 46.760 46.760 46.760 46.760 PILE HEAD DEFLECTIONS PILE 10 11 12 13 14 15 X-ORD -1.500 -1.500 -1.500 -1.500 -1.500 450 450 450 450 450 1.500 1.500 1.500 1.500 1.500 Y-ORD -4.100 -2.050 000 2.050 4.100 -4.100 -2.050 000 2.050 4.100 -4.100 -2.050 000 2.050 4.100 COORDINATES AND DEFLECTIONS OF LOAD POINTS POINT X-ORD 000 Y-ORD 000 Z-ORD X-DEF 000 5376E-02 Page MZ MOM1 SNOWY MOUNTAINS ENGINEERING CORPORATION Program PILING Special Version **************************************************************************** Analysis of Structural Piling Systems Bridge Management System - Design Manual **************************************************************************** Mom1.plg 10:15 am Dec ** C.TY CAU COC BTCT DUC SAN D=0.35M - DON VI: KN.M All Piles Load Case To hop tai cuong IA Max *************************************************************************** MAXIMUM SOIL PRESSURES s-t plane Pile No 10 11 12 13 14 15 Surface Depth 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 Axis Distance 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 Pressure Ultimate 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 396.00 396.00 396.00 396.00 396.00 396.00 396.00 396.00 396.00 396.00 396.00 396.00 396.00 396.00 396.00 Cu(clay) Kp(sand) 44.000 44.000 44.000 44.000 44.000 44.000 44.000 44.000 44.000 44.000 44.000 44.000 44.000 44.000 44.000 Type CLAY CLAY CLAY CLAY CLAY CLAY CLAY CLAY CLAY CLAY CLAY CLAY CLAY CLAY CLAY Soil No 1 1 1 1 1 1 1 Density Soil No 1 1 1 1 1 1 1 Density 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 MAXIMUM SOIL PRESSURES r-t plane Pile No 10 11 12 13 14 15 Surface Depth 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 Axis Pressure Ultimate Cu(clay) Type Distance Kp(sand) 00 68.97 396.00 44.000 CLAY 00 68.97 396.00 44.000 CLAY 00 68.97 396.00 44.000 CLAY 00 68.97 396.00 44.000 CLAY 00 68.97 396.00 44.000 CLAY 00 68.97 396.00 44.000 CLAY 00 68.97 396.00 44.000 CLAY 00 68.97 396.00 44.000 CLAY 00 68.97 396.00 44.000 CLAY 00 68.97 396.00 44.000 CLAY 00 68.97 396.00 44.000 CLAY 00 68.97 396.00 44.000 CLAY 00 68.97 396.00 44.000 CLAY 00 68.97 396.00 44.000 CLAY 00 68.97 396.00 44.000 CLAY SNOWY MOUNTAINS ENGINEERING CORPORATION 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 Program PILING Special Version **************************************************************************** Analysis of Structural Piling Systems Bridge Management System - Design Manual **************************************************************************** Mom1.plg 10:15 am Dec ** Page MOM1 C.TY CAU COC BTCT DUC SAN D=0.35M - DON VI: KN.M Load Case To hop tai cuong IA Min LOAD X-ORD 000 Y-ORD 000 Z-ORD 000 FX 701.4 FY FZ 3860.4 MX MY 978.9 -1514.0 MZ GLOBAL DISPLACEMENTS AT ORIGIN X-DEF 5400E-02 Y-DEF 8082E-04 Z-DEF 2613E-02 X-ROT Y-ROT Z-ROT 8040E-04 -.6780E-03 -.7977E-13 S-SHEAR 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 AXIAL 120.031 135.659 151.287 166.914 182.542 245.391 261.018 276.646 292.274 307.901 312.892 328.520 344.147 359.775 375.403 R-MOMENT 1.187 1.187 1.187 1.187 1.187 1.187 1.187 1.187 1.187 1.187 1.187 1.187 1.187 1.187 1.187 S-MOMENT 36.994 36.994 36.994 36.994 36.994 36.994 36.994 36.994 36.994 36.994 36.994 36.994 36.994 36.994 36.994 TORSION 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 Z-ORD 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 X-DEF 5400E-02 5400E-02 5400E-02 5400E-02 5400E-02 5400E-02 5400E-02 5400E-02 5400E-02 5400E-02 5400E-02 5400E-02 5400E-02 5400E-02 5400E-02 Y-DEF 8082E-04 8082E-04 8082E-04 8082E-04 8082E-04 8082E-04 8082E-04 8082E-04 8082E-04 8082E-04 8082E-04 8082E-04 8082E-04 8082E-04 8082E-04 Z-DEF 1266E-02 1431E-02 1596E-02 1760E-02 1925E-02 2588E-02 2753E-02 2918E-02 3083E-02 3247E-02 3300E-02 3465E-02 3630E-02 3795E-02 3959E-02 Y-ORD Z-ORD X-DEF Y-DEF 000 000 5400E-02 8082E-04 SNOWY MOUNTAINS ENGINEERING CORPORATION Z-DEF 2613E-02 PILE FORCES PILE 10 11 12 13 14 15 R-SHEAR 46.760 46.760 46.760 46.760 46.760 46.760 46.760 46.760 46.760 46.760 46.760 46.760 46.760 46.760 46.760 PILE HEAD DEFLECTIONS PILE 10 11 12 13 14 15 X-ORD -1.500 -1.500 -1.500 -1.500 -1.500 450 450 450 450 450 1.500 1.500 1.500 1.500 1.500 Y-ORD -4.100 -2.050 000 2.050 4.100 -4.100 -2.050 000 2.050 4.100 -4.100 -2.050 000 2.050 4.100 COORDINATES AND DEFLECTIONS OF LOAD POINTS POINT X-ORD 000 Program PILING Special Version **************************************************************************** Analysis of Structural Piling Systems Bridge Management System - Design Manual Page MOM1 **************************************************************************** Mom1.plg 10:15 am Dec ** C.TY CAU COC BTCT DUC SAN D=0.35M - DON VI: KN.M All Piles Load Case To hop tai cuong IA Min *************************************************************************** MAXIMUM SOIL PRESSURES s-t plane Pile No 10 11 12 13 14 15 Surface Depth 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 Axis Distance 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 Pressure Ultimate 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 396.00 396.00 396.00 396.00 396.00 396.00 396.00 396.00 396.00 396.00 396.00 396.00 396.00 396.00 396.00 Cu(clay) Kp(sand) 44.000 44.000 44.000 44.000 44.000 44.000 44.000 44.000 44.000 44.000 44.000 44.000 44.000 44.000 44.000 Type CLAY CLAY CLAY CLAY CLAY CLAY CLAY CLAY CLAY CLAY CLAY CLAY CLAY CLAY CLAY Soil No 1 1 1 1 1 1 1 Density Soil No 1 1 1 1 1 1 1 Density 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 MAXIMUM SOIL PRESSURES r-t plane Pile No 10 11 12 13 14 15 Surface Depth 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 Axis Pressure Ultimate Cu(clay) Type Distance Kp(sand) 00 69.27 396.00 44.000 CLAY 00 69.27 396.00 44.000 CLAY 00 69.27 396.00 44.000 CLAY 00 69.27 396.00 44.000 CLAY 00 69.27 396.00 44.000 CLAY 00 69.27 396.00 44.000 CLAY 00 69.27 396.00 44.000 CLAY 00 69.27 396.00 44.000 CLAY 00 69.27 396.00 44.000 CLAY 00 69.27 396.00 44.000 CLAY 00 69.27 396.00 44.000 CLAY 00 69.27 396.00 44.000 CLAY 00 69.27 396.00 44.000 CLAY 00 69.27 396.00 44.000 CLAY 00 69.27 396.00 44.000 CLAY SNOWY MOUNTAINS ENGINEERING CORPORATION 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 Program PILING Special Version **************************************************************************** Analysis of Structural Piling Systems Bridge Management System - Design Manual **************************************************************************** Mom1.plg 10:15 am Dec ** C.TY CP CAU COC BTCT DUC SAN D=0.35M - DON VI: KN.M Page MOM1 Load Case To hop tai dong dat max LOAD X-ORD 000 Y-ORD 000 Z-ORD 000 FX 1004.0 FY 88.8 FZ 3974.0 MX MY 238.2 -2032.0 MZ GLOBAL DISPLACEMENTS AT ORIGIN X-DEF 7770E-02 Y-DEF 6258E-03 Z-DEF 2643E-02 X-ROT Y-ROT Z-ROT 2690E-04 -.1011E-02 -.9006E-05 S-SHEAR 6.067 6.067 6.067 6.067 6.067 5.893 5.893 5.893 5.893 5.893 5.800 5.800 5.800 5.800 5.800 AXIAL 96.328 101.556 106.784 112.012 117.240 283.232 288.460 293.688 298.916 304.144 383.872 389.100 394.328 399.556 404.784 R-MOMENT -5.702 -5.702 -5.702 -5.702 -5.702 -5.527 -5.527 -5.527 -5.527 -5.527 -5.432 -5.432 -5.432 -5.432 -5.432 S-MOMENT 51.990 52.174 52.358 52.542 52.726 51.990 52.174 52.358 52.542 52.726 51.990 52.174 52.358 52.542 52.726 TORSION 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 Z-ORD 000 000 000 000 000 000 000 000 000 000 000 000 000 000 000 X-DEF 7733E-02 7752E-02 7770E-02 7789E-02 7807E-02 7733E-02 7752E-02 7770E-02 7789E-02 7807E-02 7733E-02 7752E-02 7770E-02 7789E-02 7807E-02 Y-DEF 6393E-03 6393E-03 6393E-03 6393E-03 6393E-03 6217E-03 6217E-03 6217E-03 6217E-03 6217E-03 6123E-03 6123E-03 6123E-03 6123E-03 6123E-03 Z-DEF 1016E-02 1071E-02 1126E-02 1181E-02 1237E-02 2987E-02 3042E-02 3098E-02 3153E-02 3208E-02 4049E-02 4104E-02 4159E-02 4214E-02 4269E-02 Y-ORD Z-ORD X-DEF Y-DEF 000 000 7770E-02 6258E-03 SNOWY MOUNTAINS ENGINEERING CORPORATION Z-DEF 2643E-02 PILE FORCES PILE 10 11 12 13 14 15 R-SHEAR 66.567 66.750 66.933 67.116 67.299 66.567 66.750 66.933 67.116 67.299 66.567 66.750 66.933 67.116 67.299 PILE HEAD DEFLECTIONS PILE 10 11 12 13 14 15 X-ORD -1.500 -1.500 -1.500 -1.500 -1.500 450 450 450 450 450 1.500 1.500 1.500 1.500 1.500 Y-ORD -4.100 -2.050 000 2.050 4.100 -4.100 -2.050 000 2.050 4.100 -4.100 -2.050 000 2.050 4.100 COORDINATES AND DEFLECTIONS OF LOAD POINTS POINT X-ORD 000 Program PILING Special Version **************************************************************************** Analysis of Structural Piling Systems Bridge Management System - Design Manual **************************************************************************** Mom1.plg 10:15 am Dec ** C.TY Page MOM1 CAU COC BTCT DUC SAN D=0.35M - DON VI: KN.M All Piles Load Case To hop tai dong dat max *************************************************************************** MAXIMUM SOIL PRESSURES s-t plane Pile No 10 11 12 13 14 15 Surface Depth 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 Axis Distance 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 Pressure Ultimate 8.21 8.21 8.21 8.21 8.21 7.98 7.98 7.98 7.98 7.98 7.86 7.86 7.86 7.86 7.86 396.00 396.00 396.00 396.00 396.00 396.00 396.00 396.00 396.00 396.00 396.00 396.00 396.00 396.00 396.00 Cu(clay) Kp(sand) 44.000 44.000 44.000 44.000 44.000 44.000 44.000 44.000 44.000 44.000 44.000 44.000 44.000 44.000 44.000 Type CLAY CLAY CLAY CLAY CLAY CLAY CLAY CLAY CLAY CLAY CLAY CLAY CLAY CLAY CLAY Soil No 1 1 1 1 1 1 1 Density Soil No 1 1 1 1 1 1 1 Density 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 17.75 MAXIMUM SOIL PRESSURES r-t plane Pile No 10 11 12 13 14 15 Surface Depth 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 Axis Pressure Ultimate Cu(clay) Type Distance Kp(sand) 00 99.20 396.00 44.000 CLAY 00 99.44 396.00 44.000 CLAY 00 99.68 396.00 44.000 CLAY 00 99.91 396.00 44.000 CLAY 00 100.15 396.00 44.000 CLAY 00 99.20 396.00 44.000 CLAY 00 99.44 396.00 44.000 CLAY 00 99.68 396.00 44.000 CLAY 00 99.91 396.00 44.000 CLAY 00 100.15 396.00 44.000 CLAY 00 99.20 396.00 44.000 CLAY 00 99.44 396.00 44.000 CLAY 00 99.68 396.00 44.000 CLAY 00 99.91 396.00 44.000 CLAY 00 100.15 396.00 44.000 CLAY SNOWY MOUNTAINS ENGINEERING CORPORATION 17 17 17 17 17 17 17 17 17 17 17 17 17 17 17 Program PILING Special Version **************************************************************************** Analysis of Structural Piling Systems Bridge Management System - Design Manual **************************************************************************** Mom1.plg 10:15 am Dec ** C.TY CAU COC BTCT DUC SAN D=0.35M - DON VI: KN.M - Page ... X-DEF 77 33E-02 77 52E-02 77 70E-02 77 89E-02 78 07E-02 77 33E-02 77 52E-02 77 70E-02 77 89E-02 78 07E-02 77 33E-02 77 52E-02 77 70E-02 77 89E-02 78 07E-02 Y-DEF 6393E-03 6393E-03 6393E-03 6393E-03 6393E-03 6217E-03... 1 1 1 1 1 1 1 Density Soil No 1 1 1 1 1 1 1 Density 17. 75 17. 75 17. 75 17. 75 17. 75 17. 75 17. 75 17. 75 17. 75 17. 75 17. 75 17. 75 17. 75 17. 75 17. 75 MAXIMUM SOIL PRESSURES r-t plane Pile No 10 11 12... 1 1 1 1 1 1 1 Density Soil No 1 1 1 1 1 1 1 Density 17. 75 17. 75 17. 75 17. 75 17. 75 17. 75 17. 75 17. 75 17. 75 17. 75 17. 75 17. 75 17. 75 17. 75 17. 75 MAXIMUM SOIL PRESSURES r-t plane Pile No 10 11 12