Page 1 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ C L A S S D I M E N S I O N S S U M M A R Y +++ ======================================================= Class Property /------------------------------- Segment Dimensions (in) -------------------------------/ Name No %Length Length Type A B C D E F G H PT PW -------- -- -------- ------ -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- ~PILE1 1 TUBE 48.000 2.000 ~PILE2 1 TUBE 48.000 2.000 Page 2 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ M A T E R I A L A N D R E D E S I G N S U M M A R Y +++ ================================================================= Youngs Thermal Yield Ultimate Breaking Class Seg. Modulus Poissons Coef Stress Stress Strength Specific /------- Redesign -------/ Name No. (Ksi) Ratio (1/Deg F) (Ksi) (Ksi) (kips) Gravity Selector kl/r Lim d/t Lim -------- ---- --------- --------- --------- --------- --------- --------- --------- -------- -------- -------- ~PILE1 1 3.00E+04 0.300 6.50E-06 36.00 60.00 17341.59 7.85 P@ ~PILE2 1 3.00E+04 0.300 6.50E-06 36.00 60.00 17341.59 7.85 P@ Page 3 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ C L A S S S E C T I O N S U M M A R Y +++ ================================================= Stiffner Spacing is in Inches Class Seg. Area /---- Shear Alpha --/ /------- Inertia (in**4) ------/ /--- Trans. Stiff --/ /--- Long. Stiff ---/ Name No. (in**2) Y Z J Y Z Class Where Space Class Where Space -------- ---- ---------- ---------- ---------- ---------- ---------- ---------- -------- ----- ------ -------- ----- ------ ~PILE1 1 289.03 1.9975 1.9975 1.532E+05 7.659E+04 7.659E+04 ~PILE2 1 289.03 Page 4 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ C L A S S S O I L S U M M A R Y F O R C L A S S ~ P I L E 2 +++ ============================================================================= SOIL NAME IS BAD Units Are Kips, and Inches Unless Specified Depth Curve Curve (ft) Type Form ---------------------------------- S O I L D A T A ----------------------------------------- 0.00 PY SYMM P (Force/in) 0.000 0.000 Y (Inches) 0.000 60.000 5.00 PY SYMM P (Force/in) 0.000 0.000 Y (Inches) 0.000 60.000 QW SYMM Q (Force) 0.000 1000000.000 W (Inches) 0.000 1.000 5.10 PY SYMM P (Force/in) 0.000 0.008 0.011 0.015 0.020 0.029 0.000 Y (Inches) 0.000 0.084 0.210 0.530 1.320 3.960 19.800 P (Force/in) 0.000 Y (Inches) 60.000 10.00 PY SYMM P (Force/in) 0.000 0.027 0.037 0.050 0.067 0.097 0.042 Y (Inches) 0.000 0.084 0.210 0.530 1.320 3.960 19.800 P (Force/in) 0.042 Y (Inches) 60.000 15.00 PY SYMM P (Force/in) 0.000 0.049 0.066 0.090 0.122 0.176 0.117 Y (Inches) 0.000 0.084 0.210 0.530 1.320 3.960 19.800 P (Force/in) 0.117 Y (Inches) 60.000 20.00 PY SYMM P (Force/in) 0.000 0.073 0.100 0.135 0.184 0.264 0.224 Y (Inches) 0.000 0.084 0.210 0.530 1.320 3.960 19.800 P (Force/in) 0.224 Y (Inches) 60.000 25.00 PY SYMM P (Force/in) 0.000 0.074 0.101 0.137 0.186 0.253 0.364 Y (Inches) 0.000 0.034 0.084 0.210 0.530 1.320 3.960 P (Force/in) 0.364 Y (Inches) 60.000 25.10 PY SYMM P (Force/in) 0.000 0.074 0.101 0.137 0.186 0.253 0.364 Y (Inches) 0.000 0.025 0.061 0.150 0.380 0.960 2.880 P (Force/in) 0.364 Y (Inches) 60.000 45.00 PY SYMM P (Force/in) 0.000 0.133 0.180 0.244 0.332 0.450 0.648 Y (Inches) 0.000 0.025 0.061 0.150 0.380 0.960 2.880 P (Force/in) 0.648 Y (Inches) 60.000 61.00 PY SYMM P (Force/in) 0.000 0.133 0.180 0.244 0.332 0.450 0.648 Y (Inches) 0.000 0.025 0.061 0.150 0.380 0.960 2.880 P (Force/in) 0.648 Y (Inches) 60.000 61.10 PY SYMM P (Force/in) 0.000 7.672 7.962 8.241 8.575 9.021 14.434 Page 5 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ C L A S S S O I L S U M M A R Y F O R C L A S S ~ P I L E 2 +++ ============================================================================= SOIL NAME IS BAD Units Are Kips, and Inches Unless Specified Depth Curve Curve (ft) Type Form ---------------------------------- S O I L D A T A ----------------------------------------- Y (Inches) 0.000 0.571 0.620 0.660 0.720 0.800 1.800 P (Force/in) 14.434 Y (Inches) 60.000 72.00 PY SYMM P (Force/in) 0.000 11.635 11.752 11.868 12.012 12.209 19.535 Y (Inches) 0.000 0.724 0.740 0.750 0.770 0.800 1.800 P (Force/in) 19.535 Y (Inches) 60.000 72.10 PY SYMM P (Force/in) 0.000 0.221 0.300 0.407 0.553 0.750 1.080 Y (Inches) 0.000 0.034 0.084 0.210 0.530 1.320 3.960 P (Force/in) 1.080 Y (Inches) 60.000 190.00 PY SYMM P (Force/in) 0.000 0.530 0.720 0.977 1.326 1.800 2.592 Y (Inches) 0.000 0.034 0.084 0.210 0.530 1.320 3.960 P (Force/in) 2.592 Y (Inches) 60.000 200.00 PY SYMM P (Force/in) 0.000 0.530 0.720 0.977 1.326 1.800 2.592 Y (Inches) 0.000 0.034 0.084 0.210 0.530 1.320 3.960 P (Force/in) 2.592 Y (Inches) 60.000 QW SYMM Q (Force) 0.000 1000000.000 W (Inches) 0.000 1.000 Page 6 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ P O I N T N O D E S U M M A R Y F O R P A R T M O D E L +++ ========================================================================= Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified NODE /--- PART LOCATION ------/ /---- GLOBAL LOCATION ----//---- FIXED ----/ NAME TYPE X Y Z X Y Z X Y Z RX RY RZ -------- ---------------- -------- -------- -------- -------- -------- -------- -- -- -- -- -- -- *TOB EXTREMITY 0.000 0.000 5.455 0.000 0.000 5.455 N N N N N N *TOP NODE 0.000 0.000 0.000 0.000 0.000 0.000 N N N N N N Page 7 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ P O I N T S U M M A R Y F O R P A R T M O D E L +++ =============================================================== Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified POINT ASSOC. /--- PART OFFSET -----/ /--- PART LOCATION ---/ /-- GLOBAL LOCATION --/ NAME NODE X Y Z X Y Z X Y Z -------- -------- ------- ------- ------- ------- ------- ------- ------- ------- ------- **MO0005 *TOP 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 **MO0006 *TOP 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 **MODEL *TOP 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Page 8 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ P O I N T N O D E - C O I N C I D E N T S U M M A R Y +++ ================================================================= Nodes on Each Line are Coincident -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- For Part MODEL Page 9 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ B E A M L O A D A T T R I B U T E S F O R P A R T M O D E L +++ ============================================================================= Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified /----------- Diameter (in) -----------/ Name Class Begin End Length Buoy Drag Added Mass Wind Disp/Len Displac. Weight -------- -------- --------- --------- --------- --------- --------- --------- --------- --------- --------- --------- PILE|001 ~PILE1 *TOB *TOP 5.45 0.00 5.36 0.00 5.45 5.45 0.00 0.00 0.00 0.00 0.00 0.00 5.36 Page 10 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ B E A M P R O P E R T I E S F O R P A R T M O D E L +++ =================================================================== Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Element Class Node /--- Releases --/ /-- Part Offset (in) --/ Bl*K/L Ref Node /- Mem Y Dir Cosines -/ Name Name Name FX FY FZ MX MY MZ X Y Z Y/Z Ch Angle X Y Z Length Weight -------- -------- -------- -- -- -- -- -- -- -------- -------- -------- --------- -------- ------- ------- ------- ------- ------- PILE|001 ~PILE1 *TOB 0.00 0.00 0.00 1.00 -1.0000 0.0000 0.0000 5.45 5.36 *TOP 0.00 0.00 0.00 1.00 0.00 Page 11 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ B E A M S C F S F O R P A R T M O D E L +++ ======================================================= Dimensions are in Inches SCFs Are Corrected For Thickness Beam Connection /----- SN -------/-- Beam Fatigue --/ Name /---- Nodes ----/ %Dist. Type Thickness Curve SCF X SCF Y SCF Z -------- -------- -------- -------- --------------- --------- -------- ------ ----- ----- PILE|001 *TOB *TOP 0.02 TUBE/TUBE 2.000 DNV_W3 1.19 1.19 1.19 100.00 TUBE/TUBE 2.000 DNV_W3 1.19 1.19 1.19 Page 12 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ B E A M T U B E D A T A F O R P A R T M O D E L +++ ================================================================= Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Element Class Seg. Diameter Wall Th. Fy Name Name /---- Nodes ----/ No. Distance Length (in) (in) (Ksi) Flood Buoyancy Weight -------- -------- -------- -------- ---- -------- -------- -------- -------- -------- ----- -------- -------- PILE|001 ~PILE1 *TOB *TOP 1 0.000 5.455 48.00 2.000 36.00 No 0.00 5.36 Page 13 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ B E A M E N D S F O R P A R T M O D E L +++ ======================================================= Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Coordinates Are In The Part System /----------- END A -------------/ /----------- END B -------------/ Element Class Node Coordinates Node Coordinates Name Name Name X Y Z Name X Y Z Length -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- PILE|001 ~PILE1 *TOB 0.00 0.00 5.45 *TOP 0.00 0.00 0.00 5.45 Page 14 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ C A T E G O R Y S U M M A R Y F O R P A R T M O D E L +++ ===================================================================== Process is DEFAULT: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In The Part System of Part MODEL Weight Buoyancy /--- Center of Gravity ---/ /--- Center of Buoyancy ---/ Category Factor Factor Name Weight X Y Z Buoyancy X Y Z --------- --------- --------- -------- -------- --------- --------- --------- -------- -------- --------- --------- STR_MODE 1.000 1.000 ~PILE1 5.36 0.00 0.00 2.73 0.00 0.00 0.00 0.00 ======== ======== ======== ======== ======== ======== ======== ======== TOTAL 5.36 0.00 0.00 2.73 0.00 0.00 0.00 0.00 Page 15 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ J O I N T D I S P L A C E M E N T S +++ ============================================= In Body Part System Node Load /----- Deflection (in) -----/ /----- Rotation (Deg) ------/ Name Case X Y Z X Y Z -------- -------- --------- --------- --------- --------- --------- --------- *BOP CASE 0.000 0.000 0.000 0.000 0.000 0.000 *TOB CASE 14.736 0.000 -0.648 0.000 1.495 0.000 *TOP CASE 13.023 0.000 -0.648 0.000 1.480 0.000 Page 16 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ R E S T R A I N T L O A D D E T A I L +++ ================================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified /---------- Force ----------/ /---------- Moment ---------/ Element /-- Node Names -/ Class Case X Y Z X Y Z -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- PILE|002 *TOP *BOP ~PILE2 CASE -137.50 0.00 1505.36 0.00 -1499.99 0.00 Page 17 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ R E S T R A I N T L O A D S T A N D A R D +++ ===================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with FX Greater Than 0 /---------- Force ----------/ /---------- Moment ---------/ Element /-- Node Names -/ Class Case X Y Z X Y Z -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- PILE|002 *TOP *BOP ~PILE2 CASE -137.50 0.00 1505.36 0.00 -1499.99 0.00 Page 18 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ R E S T R A I N T L O A D S U M M A R Y +++ =================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with FX Greater Than 0 /---------- Force ----------/ /---------- Moment ---------/ Element /-- Node Names -/ Class Case X Y Z X Y Z -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- PILE|002 *TOP *BOP ~PILE2 CASE -137.50 0.00 1505.36 0.00 -1499.99 0.00 Page 19 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ P I L E C H E C K D E T A I L +++ ========================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified Distance RP2A from Top /--- Deflections (in) ---/ /---- Stresses (Ksi) ----/ Unity Element /-- Node Names -/ Class Case of Pile Axial Lateral Angle Axial Bending Total Check -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- PILE|002 *TOP *BOP ~PILE2 CASE 0.00 -0.31 13.04 -90.00 -5.19 5.62 -10.82 0.45 4.00 -0.31 11.80 -90.00 -5.19 8.28 -13.47 0.55 8.00 -0.32 10.59 -90.00 -5.19 10.92 -16.11 0.64 12.00 -0.32 9.42 -90.00 -5.19 13.51 -18.70 0.74 16.00 -0.31 8.29 -90.00 -5.19 16.00 -21.19 0.83 20.00 -0.31 7.21 -90.00 -5.19 18.33 -23.53 0.92 24.00 -0.31 6.19 -90.00 -5.20 20.46 -25.65 1.00 28.00 -0.31 5.24 -90.00 -5.20 22.30 -27.50 1.07 32.00 -0.32 4.36 -90.00 -5.20 23.81 -29.01 1.12 36.00 -0.32 3.55 -90.00 -5.20 24.96 -30.16 1.16 40.00 -0.32 2.82 -90.00 -5.20 25.69 -30.89 1.19 44.00 -0.31 2.18 -90.00 -5.20 25.97 -31.16 1.20 48.00 -0.31 1.62 -90.00 -5.20 25.80 -31.00 1.20 52.00 -0.31 1.15 -90.00 -5.20 25.22 -30.41 1.17 56.00 -0.30 0.75 -90.00 -5.20 24.26 -29.46 1.14 60.00 -0.29 0.44 -90.00 -5.20 22.97 -28.17 1.09 64.00 -0.28 0.20 -90.00 -5.20 21.40 -26.59 1.03 68.00 -0.28 0.03 -90.00 -5.20 17.79 -22.98 0.90 72.00 -0.27 0.09 90.00 -5.20 13.88 -19.07 0.75 76.00 -0.26 0.16 90.00 -5.20 10.97 -16.16 0.65 80.00 -0.25 0.19 90.00 -5.19 8.31 -13.51 0.55 84.00 -0.24 0.20 90.00 -5.19 5.96 -11.15 0.46 88.00 -0.23 0.19 90.00 -5.19 3.93 -9.12 0.39 92.00 -0.23 0.17 90.00 -5.19 2.22 -7.42 0.32 96.00 -0.22 0.14 90.00 -5.19 0.85 -6.05 0.27 100.00 -0.21 0.11 90.00 -5.19 0.19 -5.39 0.25 104.00 -0.20 0.08 90.00 -5.19 0.93 -6.12 0.27 108.00 -0.19 0.06 90.00 -5.19 1.37 -6.56 0.29 112.00 -0.18 0.04 90.00 -5.19 1.53 -6.73 0.30 116.00 -0.18 0.02 90.00 -5.19 1.46 -6.66 0.29 120.00 -0.17 0.01 90.00 -5.19 1.26 -6.45 0.29 124.00 -0.16 0.00 90.00 -5.19 0.99 -6.19 0.28 128.00 -0.15 0.00 -90.00 -5.19 0.73 -5.92 0.27 132.00 -0.14 0.01 -90.00 -5.19 0.49 -5.68 0.26 136.00 -0.13 0.01 -90.00 -5.19 0.29 -5.49 0.25 140.00 -0.13 0.01 -90.00 -5.19 0.15 -5.34 0.25 144.00 -0.12 0.00 -90.00 -5.19 0.05 -5.24 0.24 148.00 -0.11 0.00 -90.00 -5.19 0.01 -5.21 0.24 152.00 -0.10 0.00 -90.00 -5.19 0.05 -5.24 0.24 156.00 -0.09 0.00 -90.00 -5.19 0.06 -5.25 0.24 160.00 -0.08 0.00 -90.00 -5.19 0.06 -5.25 0.24 164.00 -0.08 0.00 -90.00 -5.19 0.05 -5.24 0.24 168.00 -0.07 0.00 -90.00 -5.19 0.04 -5.23 0.24 172.00 -0.06 0.00 90.00 -5.19 0.03 -5.22 0.24 176.00 -0.05 0.00 90.00 -5.19 0.02 -5.21 0.24 180.00 -0.04 0.00 90.00 -5.19 0.01 -5.21 0.24 184.00 -0.03 0.00 90.00 -5.19 0.01 -5.20 0.24 188.00 -0.03 0.00 90.00 -5.19 0.00 -5.20 0.24 192.00 -0.02 0.00 90.00 -5.19 0.00 -5.20 0.24 196.00 -0.01 0.00 90.00 -5.19 0.00 -5.19 0.24 Page 20 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ P I L E C H E C K D E T A I L +++ ========================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified Distance RP2A from Top /--- Deflections (in) ---/ /---- Stresses (Ksi) ----/ Unity Element /-- Node Names -/ Class Case of Pile Axial Lateral Angle Axial Bending Total Check -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- PILE|002 *TOP *BOP ~PILE2 CASE 200.00 -0.00 0.00 90.00 -5.19 0.00 -5.19 0.24 Page 21 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ P I L E C H E C K S T A N D A R D +++ ============================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Cases with Unity Ratio Greater Than 0 Distance RP2A from Top /--- Deflections (in) ---/ /---- Stresses (Ksi) ----/ Unity Element /-- Node Names -/ Class Case of Pile Axial Lateral Angle Axial Bending Total Check -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- PILE|002 *TOP *BOP ~PILE2 CASE 44.00 -0.31 2.18 -90.00 -5.20 25.97 -31.16 1.20 Page 22 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ P I L E C H E C K S U M M A R Y +++ =========================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Cases with Unity Ratio Greater Than 0 Distance RP2A from Top /--- Deflections (in) ---/ /---- Stresses (Ksi) ----/ Unity Element /-- Node Names -/ Class Case of Pile Axial Lateral Angle Axial Bending Total Check -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- PILE|002 *TOP *BOP ~PILE2 CASE 44.00 -0.31 2.18 -90.00 -5.20 25.97 -31.16 1.20 Page 23 Licensee - Ultramarine inc. Rev devlop Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- November 12, 2013 * * * *************************************************************************************************************** +++ I N D E X O F O U T P U T +++ ===================================== CLASS DIMENSIONS SUMMARY . . . . . . . . . . . . . . . 1 MATERIAL AND REDESIGN SUMMARY . . . . . . . . . . . . 2 CLASS SECTION SUMMARY . . . . . . . . . . . . . . . . 3 CLASS SOIL SUMMARY FOR CLASS ~PILE2 . . . . . . . . . 4 POINT NODE SUMMARY FOR PART MODEL . . . . . . . . . . 6 POINT SUMMARY FOR PART MODEL . . . . . . . . . . . . . 7 POINT NODE-COINCIDENT SUMMARY . . . . . . . . . . . . 8 BEAM LOAD ATTRIBUTES FOR PART MODEL . . . . . . . . . 9 BEAM PROPERTIES FOR PART MODEL . . . . . . . . . . . . 10 BEAM SCFS FOR PART MODEL . . . . . . . . . . . . . . . 11 BEAM TUBE DATA FOR PART MODEL . . . . . . . . . . . . 12 BEAM ENDS FOR PART MODEL . . . . . . . . . . . . . . . 13 CATEGORY SUMMARY FOR PART MODEL . . . . . . . . . . . 14 JOINT DISPLACEMENTS . . . . . . . . . . . . . . . . . 15 RESTRAINT LOAD DETAIL . . . . . . . . . . . . . . . . 16 RESTRAINT LOAD STANDARD . . . . . . . . . . . . . . . 17 RESTRAINT LOAD SUMMARY . . . . . . . . . . . . . . . . 18 PILE CHECK DETAIL . . . . . . . . . . . . . . . . . . 19 PILE CHECK STANDARD . . . . . . . . . . . . . . . . . 21 PILE CHECK SUMMARY . . . . . . . . . . . . . . . . . . 22 INDEX OF OUTPUT . . . . . . . . . . . . . . . . . . . 23