\tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Basic Model Properties * * * *************************************************************************************************************** +++ M O D E L S I Z E +++ =========================== \ACONTENTS{Basic Model Properties} Number of Bodies = 1 Number of Parts = 2 Number of Compartments = 1 Number of Load Groups = 24 Number of Panels = 0 Number of Points = 143 Number of Nodes = 64 Number of Classes = 69 Number of Elements = 121 Number of Load Attributes = 81 Number of Load Cases = 0 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Basic Model Properties * * * *************************************************************************************************************** +++ P R O G R A M P A R A M E T E R S +++ =========================================== Process is INSTALLA: Units Are Degrees, Feet, and Kips Unless Specified Max. Length for Drag Comp. = 20.000 Max. Area for Drag Comp. = 400.000 Specific Gravity of Water = 1.025 Acceleration of Gravity = 32.200 Water Depth = 205.000 Added Mass Coef. for Tubes = 1.000 Slam Coef. for Tubes = Automatic Drag Coef. for Plates = 1.000 Slam Coef. for Plates = Automatic NUMBER COEFFICIENT ------ ----------- 1.000E+03 1.20 2.000E+05 1.20 3.000E+05 1.00 4.000E+05 0.32 5.000E+05 0.27 9.000E+05 0.40 2.000E+06 0.57 5.000E+06 0.62 1.000E+08 0.62 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Summary for part DECK * * * *************************************************************************************************************** +++ C A T E G O R Y S U M M A R Y F O R P A R T D E C K +++ =================================================================== Process is INSTALLA: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In The Part System of Part DECK Weight Buoyancy /--- Center of Gravity ----/ /---- Center of Buoyancy ---/ Category Factor Factor Weight X Y Z Buoyancy X Y Z --------- --------- --------- --------- -------- --------- --------- -------- -------- --------- --------- \ACONTENTS{Summary for part DECK} EXTRAS 1.000 1.000 116.73 -28.61 14.86 59.88 0.00 0.00 0.00 0.00 STR_MODE 1.050 1.000 686.13 -1.57 5.46 49.10 183.18 -6.14 3.72 46.01 ======== ======== ======== ======== ======== ======== ======== ======== TOTAL 802.86 -5.51 6.83 50.67 183.18 -6.14 3.72 46.01 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Deck Lift Analysis - Initial State * * * *************************************************************************************************************** +++ M O O R I N G L I N E C L A S S E S +++ =============================================== Process is LIFT: Units Are Degrees, Feet, and Kips Unless Specified Type Water Slope of Clump /---------- Segment Data ----------/ Name Depth Bottom Weight Length W/L AE Break -------- ------- -------- -------- -------- -------- -------- --------- \ACONTENTS{Deck Lift Analysis -- Initial State} ~LIFTW 0.0 0.0000 0.0 170.00 0.0000 3.64E+05 753.98 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Deck Lift Analysis - Initial State * * * *************************************************************************************************************** +++ C O N N E C T O R G E O M E T R Y +++ =========================================== Results in The Body System Process is LIFT: Units Are Degrees, Feet, and Kips Unless Specified Length of /------------ Connection -------------/ Name Class Status First Seg. Body X Y Z -------- -------- -------- ---------- -------- --------- ---------- --------- LJ1001 ~LIFTW Active 120.00 DECK 40.00 20.00 44.34 GROUND 20.00 0.00 210.96 LJ1002 ~LIFTW Active 120.00 DECK 0.00 20.00 44.34 GROUND 20.00 0.00 210.96 LJ1003 ~LIFTW Active 120.00 DECK 40.00 -20.00 44.34 GROUND 20.00 0.00 210.96 LJ1004 ~LIFTW Active 120.00 DECK 0.00 -20.00 44.34 GROUND 20.00 0.00 210.96 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Deck Lift Analysis - Equilibrium Position * * * *************************************************************************************************************** +++ C U R R E N T S Y S T E M C O N F I G U R A T I O N +++ =============================================================== Process is LIFT|A: Units Are Degrees, Feet, and Kips Unless Specified Location and Net Force at Body Origin Body X Y Z RX RY RZ -------- --------- --------- --------- --------- --------- --------- \ACONTENTS{Deck Lift Analysis -- Equilibrium Position} DECK Location -6.90 8.56 51.18 3.10 2.50 0.07 N Force -0.25 0.32 0.19 -12 -12 6 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Deck Lift Analysis - Equilibrium Position * * * *************************************************************************************************************** +++ B U O Y A N C Y A N D W E I G H T F O R D E C K +++ =============================================================== Process is LIFT|A: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In Body System Draft = -51.18 Roll Angle = 3.10 Pitch Angle = 2.50 Wet Radii Of Gyration About CG K-X = 21.96 K-Y = 27.44 K-Z = 31.44 /-- Center of Gravity ---/ Sounding % Full Name Weight ---X--- ---Y--- ---Z--- -------- -------- ---------------- Part DECK ------------ ELEMENTS 686.13 21.57 -5.46 32.10 LOAD_GRO 116.73 48.61 -14.86 42.88 ======== ======== ======= ======= ======= Total 802.86 25.51 -6.83 33.67 Buoyancy 0.00 0.00 0.00 0.00 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Deck Lift Analysis - Equilibrium Position * * * *************************************************************************************************************** +++ C O N N E C T O R F O R C E S +++ ======================================= Process is LIFT|A: Units Are Degrees, Feet, and Kips Unless Specified Forces in Body System at Attachment - Magnitude is Sqrt( X**2 + Y**2 + Z**2 ) Conn. Body FX FY FZ MX MY MZ MAG. -------- -------- ------- ------- ------- ------- ------- ------- ------- LJ1001 DECK -32.4 -32.0 188.2 0 0 0 194 LJ1002 DECK 14.9 -14.9 87.3 0 0 0 90 LJ1003 DECK -54.0 54.0 313.2 0 0 0 322 LJ1004 DECK 36.2 36.6 212.4 0 0 0 219 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Deck Lift Analysis - Equilibrium Position * * * *************************************************************************************************************** +++ F O R C E S A C T I N G O N D E C K +++ ================================================= Process is LIFT|A: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In Body System Type of Force X Y Z MX MY MZ ------------------ --------- --------- --------- --------- --------- --------- Weight 35.02 -43.43 -800.92 6931 21606 -868 Inertia 0.25 -0.32 -0.19 13 13 -5 Flex. Connectors -35.27 43.75 801.11 -6942 -21619 875 ======= ======= ======= ======= ======= ======= Total 0.00 0.00 0.00 0 0 0 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Deck Lift Analysis - Equilibrium Position * * * *************************************************************************************************************** +++ C U R R E N T S Y S T E M C O N F I G U R A T I O N +++ =============================================================== Process is LIFT|B: Units Are Degrees, Feet, and Kips Unless Specified Location and Net Force at Body Origin Body X Y Z RX RY RZ -------- --------- --------- --------- --------- --------- --------- DECK Location -6.91 8.63 51.11 3.17 2.55 -0.01 N Force -0.73 0.77 0.12 -29 -32 15 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Deck Lift Analysis - Equilibrium Position * * * *************************************************************************************************************** +++ B U O Y A N C Y A N D W E I G H T F O R D E C K +++ =============================================================== Process is LIFT|B: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In Body System Draft = -51.11 Roll Angle = 3.17 Pitch Angle = 2.55 Wet Radii Of Gyration About CG K-X = 21.96 K-Y = 27.44 K-Z = 31.44 /-- Center of Gravity ---/ Sounding % Full Name Weight ---X--- ---Y--- ---Z--- -------- -------- ---------------- Part DECK ------------ ELEMENTS 686.13 21.57 -5.46 32.10 LOAD_GRO 1116.73 27.92 -7.67 34.63 ======== ======== ======= ======= ======= Total 1802.86 25.51 -6.83 33.67 Buoyancy 0.00 0.00 0.00 0.00 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Deck Lift Analysis - Equilibrium Position * * * *************************************************************************************************************** +++ C O N N E C T O R F O R C E S +++ ======================================= Process is LIFT|B: Units Are Degrees, Feet, and Kips Unless Specified Forces in Body System at Attachment - Magnitude is Sqrt( X**2 + Y**2 + Z**2 ) Conn. Body FX FY FZ MX MY MZ MAG. -------- -------- ------- ------- ------- ------- ------- ------- ------- LJ1001 DECK -73.2 -71.3 422.6 0 0 0 435 LJ1002 DECK 33.2 -33.1 196.3 0 0 0 202 LJ1003 DECK -121.7 122.1 702.6 0 0 0 723 LJ1004 DECK 80.7 82.8 476.9 0 0 0 491 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Deck Lift Analysis - Equilibrium Position * * * *************************************************************************************************************** +++ F O R C E S A C T I N G O N D E C K +++ ================================================= Process is LIFT|B: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In Body System Type of Force X Y Z MX MY MZ ------------------ --------- --------- --------- --------- --------- --------- Weight 80.23 -99.63 -1798.31 15633 48567 -1992 Inertia 0.73 -0.77 -0.12 30 33 -14 Flex. Connectors -80.97 100.40 1798.44 -15662 -48599 2008 ======= ======= ======= ======= ======= ======= Total 0.00 -0.00 0.00 0 0 0 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Deck Lift Analysis - Equilibrium Position * * * *************************************************************************************************************** +++ C U R R E N T S Y S T E M C O N F I G U R A T I O N +++ =============================================================== Process is LIFT|C: Units Are Degrees, Feet, and Kips Unless Specified Location and Net Force at Body Origin Body X Y Z RX RY RZ -------- --------- --------- --------- --------- --------- --------- DECK Location -8.15 8.65 51.40 3.13 2.96 0.01 N Force -0.25 0.01 0.03 -2 -9 0 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Deck Lift Analysis - Equilibrium Position * * * *************************************************************************************************************** +++ B U O Y A N C Y A N D W E I G H T F O R D E C K +++ =============================================================== Process is LIFT|C: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In Body System Draft = -51.40 Roll Angle = 3.13 Pitch Angle = 2.96 Wet Radii Of Gyration About CG K-X = 21.96 K-Y = 27.44 K-Z = 31.44 /-- Center of Gravity ---/ Sounding % Full Name Weight ---X--- ---Y--- ---Z--- -------- -------- ---------------- Part DECK ------------ ELEMENTS 686.13 21.57 -5.46 32.10 LOAD_GRO 116.73 55.49 -14.86 42.88 ======== ======== ======= ======= ======= Total 802.86 26.51 -6.83 33.67 Buoyancy 0.00 0.00 0.00 0.00 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Deck Lift Analysis - Equilibrium Position * * * *************************************************************************************************************** +++ C O N N E C T O R F O R C E S +++ ======================================= Process is LIFT|C: Units Are Degrees, Feet, and Kips Unless Specified Forces in Body System at Attachment - Magnitude is Sqrt( X**2 + Y**2 + Z**2 ) Conn. Body FX FY FZ MX MY MZ MAG. -------- -------- ------- ------- ------- ------- ------- ------- ------- LJ1001 DECK -34.0 -33.6 197.2 0 0 0 203 LJ1002 DECK 13.3 -13.3 78.1 0 0 0 80 LJ1003 DECK -55.6 55.6 322.2 0 0 0 332 LJ1004 DECK 34.6 35.0 203.2 0 0 0 209 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Deck Lift Analysis - Equilibrium Position * * * *************************************************************************************************************** +++ F O R C E S A C T I N G O N D E C K +++ ================================================= Process is LIFT|C: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In Body System Type of Force X Y Z MX MY MZ ------------------ --------- --------- --------- --------- --------- --------- Weight 41.41 -43.72 -800.60 6938 22614 -875 Inertia 0.25 -0.01 -0.03 3 10 1 Flex. Connectors -41.66 43.73 800.62 -6940 -22623 875 ======= ======= ======= ======= ======= ======= Total -0.00 0.00 0.00 0 0 0 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Deck Lift Analysis - Equilibrium Position * * * *************************************************************************************************************** +++ C U R R E N T S Y S T E M C O N F I G U R A T I O N +++ =============================================================== Process is LIFT|D: Units Are Degrees, Feet, and Kips Unless Specified Location and Net Force at Body Origin Body X Y Z RX RY RZ -------- --------- --------- --------- --------- --------- --------- DECK Location -6.98 7.44 51.14 2.68 2.53 -0.03 N Force 0.18 -0.19 0.13 8 5 -3 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Deck Lift Analysis - Equilibrium Position * * * *************************************************************************************************************** +++ B U O Y A N C Y A N D W E I G H T F O R D E C K +++ =============================================================== Process is LIFT|D: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In Body System Draft = -51.14 Roll Angle = 2.68 Pitch Angle = 2.53 Wet Radii Of Gyration About CG K-X = 21.96 K-Y = 27.44 K-Z = 31.44 /-- Center of Gravity ---/ Sounding % Full Name Weight ---X--- ---Y--- ---Z--- -------- -------- ---------------- Part DECK ------------ ELEMENTS 686.13 21.57 -5.46 32.10 LOAD_GRO 116.73 48.61 -7.99 42.88 ======== ======== ======= ======= ======= Total 802.86 25.51 -5.83 33.67 Buoyancy 0.00 0.00 0.00 0.00 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Deck Lift Analysis - Equilibrium Position * * * *************************************************************************************************************** +++ C O N N E C T O R F O R C E S +++ ======================================= Process is LIFT|D: Units Are Degrees, Feet, and Kips Unless Specified Forces in Body System at Attachment - Magnitude is Sqrt( X**2 + Y**2 + Z**2 ) Conn. Body FX FY FZ MX MY MZ MAG. -------- -------- ------- ------- ------- ------- ------- ------- ------- LJ1001 DECK -34.0 -33.7 197.4 0 0 0 203 LJ1002 DECK 16.5 -16.5 96.5 0 0 0 99 LJ1003 DECK -52.4 52.4 304.1 0 0 0 313 LJ1004 DECK 34.7 35.0 203.3 0 0 0 209 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Deck Lift Analysis - Equilibrium Position * * * *************************************************************************************************************** +++ F O R C E S A C T I N G O N D E C K +++ ================================================= Process is LIFT|D: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In Body System Type of Force X Y Z MX MY MZ ------------------ --------- --------- --------- --------- --------- --------- Weight 35.44 -37.52 -801.20 5933 21628 -749 Inertia -0.18 0.19 -0.13 -7 -4 4 Flex. Connectors -35.27 37.33 801.33 -5924 -21622 747 ======= ======= ======= ======= ======= ======= Total 0.00 0.00 0.00 0 0 0 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Deck Lift Analysis - Equilibrium Position * * * *************************************************************************************************************** +++ C U R R E N T S Y S T E M C O N F I G U R A T I O N +++ =============================================================== Process is LIFT|E: Units Are Degrees, Feet, and Kips Unless Specified Location and Net Force at Body Origin Body X Y Z RX RY RZ -------- --------- --------- --------- --------- --------- --------- DECK Location -7.00 8.64 51.20 3.12 2.54 0.01 N Force -0.00 0.39 0.23 -14 -3 10 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Deck Lift Analysis - Equilibrium Position * * * *************************************************************************************************************** +++ B U O Y A N C Y A N D W E I G H T F O R D E C K +++ =============================================================== Process is LIFT|E: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In Body System Draft = -51.20 Roll Angle = 3.12 Pitch Angle = 2.54 Wet Radii Of Gyration About CG K-X = 21.96 K-Y = 27.44 K-Z = 31.44 /-- Center of Gravity ---/ Sounding % Full Name Weight ---X--- ---Y--- ---Z--- -------- -------- ---------------- Part DECK ------------ ELEMENTS 686.13 21.57 -5.46 32.10 LOAD_GRO 116.73 48.61 -14.86 49.76 ======== ======== ======= ======= ======= Total 802.86 25.51 -6.83 34.67 Buoyancy 0.00 0.00 0.00 0.00 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Deck Lift Analysis - Equilibrium Position * * * *************************************************************************************************************** +++ C O N N E C T O R F O R C E S +++ ======================================= Process is LIFT|E: Units Are Degrees, Feet, and Kips Unless Specified Forces in Body System at Attachment - Magnitude is Sqrt( X**2 + Y**2 + Z**2 ) Conn. Body FX FY FZ MX MY MZ MAG. -------- -------- ------- ------- ------- ------- ------- ------- ------- LJ1001 DECK -32.4 -32.0 188.1 0 0 0 194 LJ1002 DECK 14.7 -14.7 86.4 0 0 0 89 LJ1003 DECK -54.1 54.2 314.1 0 0 0 323 LJ1004 DECK 36.2 36.7 212.5 0 0 0 219 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Deck Lift Analysis - Equilibrium Position * * * *************************************************************************************************************** +++ F O R C E S A C T I N G O N D E C K +++ ================================================= Process is LIFT|E: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In Body System Type of Force X Y Z MX MY MZ ------------------ --------- --------- --------- --------- --------- --------- Weight 35.54 -43.71 -800.88 6984 21658 -871 Inertia 0.00 -0.39 -0.23 15 4 -9 Flex. Connectors -35.54 44.10 801.10 -6997 -21662 882 ======= ======= ======= ======= ======= ======= Total -0.00 0.00 0.00 0 0 0 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Deck Lift Analysis - Equilibrium Position * * * *************************************************************************************************************** +++ C U R R E N T S Y S T E M C O N F I G U R A T I O N +++ =============================================================== Process is LIFT|F: Units Are Degrees, Feet, and Kips Unless Specified Location and Net Force at Body Origin Body X Y Z RX RY RZ -------- --------- --------- --------- --------- --------- --------- DECK Location -6.98 8.69 51.13 3.19 2.57 0.00 N Force -0.63 0.89 0.25 -35 -30 18 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Deck Lift Analysis - Equilibrium Position * * * *************************************************************************************************************** +++ B U O Y A N C Y A N D W E I G H T F O R D E C K +++ =============================================================== Process is LIFT|F: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In Body System Draft = -51.13 Roll Angle = 3.19 Pitch Angle = 2.57 Wet Radii Of Gyration About CG K-X = 21.96 K-Y = 27.44 K-Z = 31.44 /-- Center of Gravity ---/ Sounding % Full Name Weight ---X--- ---Y--- ---Z--- -------- -------- ---------------- Part DECK ------------ ELEMENTS 686.13 21.57 -5.46 32.10 LOAD_GRO 1116.73 27.92 -7.67 36.24 ======== ======== ======= ======= ======= Total 1802.86 25.51 -6.83 34.67 Buoyancy 0.00 0.00 0.00 0.00 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Deck Lift Analysis - Equilibrium Position * * * *************************************************************************************************************** +++ C O N N E C T O R F O R C E S +++ ======================================= Process is LIFT|F: Units Are Degrees, Feet, and Kips Unless Specified Forces in Body System at Attachment - Magnitude is Sqrt( X**2 + Y**2 + Z**2 ) Conn. Body FX FY FZ MX MY MZ MAG. -------- -------- ------- ------- ------- ------- ------- ------- ------- LJ1001 DECK -73.2 -71.3 422.4 0 0 0 435 LJ1002 DECK 32.9 -32.8 194.3 0 0 0 200 LJ1003 DECK -122.1 122.4 704.7 0 0 0 726 LJ1004 DECK 80.8 82.9 477.1 0 0 0 491 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Deck Lift Analysis - Equilibrium Position * * * *************************************************************************************************************** +++ F O R C E S A C T I N G O N D E C K +++ ================================================= Process is LIFT|F: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In Body System Type of Force X Y Z MX MY MZ ------------------ --------- --------- --------- --------- --------- --------- Weight 80.99 -100.34 -1798.24 15757 48672 -2005 Inertia 0.63 -0.89 -0.25 36 31 -17 Flex. Connectors -81.62 101.23 1798.49 -15791 -48702 2025 ======= ======= ======= ======= ======= ======= Total 0.00 0.00 0.00 0 0 0 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Structural Post Processing Lift Slings * * * *************************************************************************************************************** +++ A L L O W A B L E S T R E S S M O D I F I E R S +++ =========================================================== Name Amod Name Amod Name Amod Name Amod Name Amod Name Amod Name Amod -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- \ACONTENTS{Structural Post Processing Lift Slings} LIF2|000 1.00 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Structural Post Processing Lift Slings * * * *************************************************************************************************************** +++ W S B E A M 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 Case with Unity Ratio Greater Than 1 /- KL/R --/ /--- Stresses/Allowable (Ksi) /Forces ---/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- No Data Between These Limits ---------------------------- \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Structural Post Processing Lift Slings * * * *************************************************************************************************************** +++ W S B E A M 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 Case with Unity Ratio Between 0 And 1 /- KL/R --/ /--- Stresses/Allowable (Ksi) /Forces ---/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- DL1|0099 *J1001 *J1501 ~DL1 LIF2|000 21.7 10.9 74.98 6.62 7.06 -0.70 -0.28 1.23 0.58 Eq. 3.3.1-2 1.000 1.000 21.60 25.89 25.89 14.40 14.40 643.3 579.5 57.7 -13.6 59.6 DL1|0103 *J1002 *J1502 ~DL1 LIF2|000 21.7 10.9 74.98 3.09 1.77 1.76 0.34 0.30 0.24 Eq. 3.3.1-2 1.000 1.000 21.60 25.89 25.89 14.40 14.40 300.1 145.1 -144.8 16.7 14.4 DL1|0107 *J1003 *J1503 ~DL1 LIF2|000 21.7 10.9 24.40 10.71 -4.62 -3.96 -0.15 1.28 0.73 Eq. 3.3.1-2 1.000 1.000 21.60 25.89 25.89 14.40 14.40 1040.5 -379.4 324.6 -7.5 62.4 DL1|0111 *J1004 *J1504 ~DL1 LIF2|000 21.7 10.9 74.98 8.03 3.01 6.39 1.20 -0.24 0.64 Eq. 3.3.1-2 1.000 1.000 21.60 25.89 25.89 14.40 14.40 780.7 246.9 -524.1 58.3 -11.6 M11|0023 *J1013 *J1001 ~M11 LIF2|000 15.6 17.1 100.00 4.00 8.07 0.35 -0.00 1.85 0.54 Eq H1-3 1.000 1.000 21.60 23.76 27.00 14.40 14.40 158.7 295.2 -1.1 -0.0 37.7 M12|0024 *J1001 *J1033 ~M12 LIF2|000 30.2 14.6 0.00 -2.66 -6.56 0.66 0.03 -1.83 0.43 Eq H1-3 1.157 1.172 19.93 23.76 27.00 14.40 14.40 -142.4 340.1 3.1 0.8 -45.1 M12|0025 *J1033 *J1003 ~M12 LIF2|000 30.2 14.6 100.00 -3.35 -8.50 0.20 -0.02 2.06 0.51 Eq H1-2 1.152 1.171 19.93 23.76 27.00 14.40 14.40 -179.8 440.5 1.0 -0.6 50.6 M13|0026 *J1003 *J1053 ~M13 LIF2|000 31.1 15.2 0.00 -0.06 -19.45 1.08 0.03 -2.75 0.86 Eq H1-3 1.176 1.176 19.87 23.76 27.00 14.40 14.40 -3.0 1008.3 5.2 0.8 -67.6 M21|0027 *J1002 *J1037 ~M21 LIF2|000 29.1 83.1 100.00 -1.68 4.09 -0.11 -0.00 -0.32 0.29 Eq H1-3 1.165 1.085 15.01 23.76 27.00 14.40 14.40 -90.1 -212.2 -0.5 -0.0 -7.9 M21|0028 *J1037 *J1004 ~M21 LIF2|000 29.1 83.1 100.00 -3.10 -6.02 -0.15 -0.00 1.32 0.43 Eq H1-1 1.156 1.008 15.01 23.76 27.00 14.40 14.40 -166.2 312.3 -0.7 -0.1 32.6 MA1|0003 *J1022 *J1001 ~MA1 LIF2|000 11.3 61.7 100.00 4.66 9.40 1.17 0.04 1.12 0.64 Eq H1-3 1.000 1.000 21.60 25.17 21.60 14.40 14.40 184.8 343.6 -3.7 0.8 22.8 MA2|0004 *J1001 *J1024 ~MA2 LIF2|000 14.7 58.8 0.01 1.15 5.82 0.34 -0.00 -1.60 0.31 Eq H1-3 1.000 1.000 21.60 23.76 27.00 14.40 14.40 77.8 405.2 -3.2 -0.1 -40.6 MA2|0008 *J1027 *J1002 ~MA2 LIF2|000 14.7 58.8 0.01 0.15 -3.36 0.56 -0.01 0.90 0.17 Eq H1-3 1.000 1.000 21.60 23.76 27.00 14.40 14.40 9.9 -234.1 -5.3 -0.4 22.9 MA3|0009 *J1002 *J1028 ~MA3 LIF2|000 14.3 57.3 0.01 1.44 2.47 -1.18 0.04 -0.70 0.21 Eq H1-3 1.000 1.000 21.60 23.76 27.00 14.40 14.40 97.4 172.0 11.2 1.5 -17.6 MB1|0012 *J1042 *J1003 ~MB1 LIF2|000 12.5 39.4 100.00 6.68 14.15 -1.23 -0.04 5.77 0.92 Eq H1-3 1.000 1.000 21.60 25.62 21.60 14.40 14.40 451.3 985.1 11.7 -1.7 146.5 MB2|0013 *J1003 *J1044 ~MB2 LIF2|000 14.7 58.8 0.01 2.98 11.75 -1.49 0.04 -2.79 0.69 Eq H1-3 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Structural Post Processing Lift Slings * * * *************************************************************************************************************** +++ W S B E A M 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 Case with Unity Ratio Between 0 And 1 /- KL/R --/ /--- Stresses/Allowable (Ksi) /Forces ---/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- MB2|0013 *J1003 *J1044 ~MB2 LIF2|000 1.000 1.000 21.60 23.76 27.00 14.40 14.40 201.5 818.5 14.2 1.8 -70.9 MB2|0017 *J1047 *J1004 ~MB2 LIF2|000 14.7 58.8 100.00 0.75 5.80 -1.55 -0.05 2.03 0.34 Eq H1-3 1.000 1.000 21.60 23.76 27.00 14.40 14.40 50.4 403.8 14.7 -2.1 51.5 MB3|0018 *J1004 *J1048 ~MB3 LIF2|000 14.3 57.3 0.01 4.01 4.86 -1.27 0.04 -1.13 0.44 Eq H1-3 1.000 1.000 21.60 23.76 27.00 14.40 14.40 271.0 338.8 12.1 1.6 -28.8 MCB|0043 *J1032 *J1001 ~MCB LIF2|000 30.2 12.6 0.00 1.81 -1.69 0.21 0.00 -0.02 0.16 Eq H1-3 1.000 1.000 21.60 27.00 23.76 14.40 14.40 108.3 7.0 2.1 0.2 -1.0 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Structural Post Processing Standard Elements * * * *************************************************************************************************************** +++ R E S T R A I N T E N V E L O P E S T A N D A R D +++ ============================================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified /---------- Force ----------/ /---------- Moment ---------/ Element /-- Node Names -/ Class X Y Z X Y Z -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- \ACONTENTS{Structural Post Processing Standard Elements} LIFT|121 *J2501 ~LIFTRX 0.03 0.00 0.00 0.00 0.00 0.00 -0.04 0.00 0.00 0.00 0.00 0.00 LIFT|119 *J2501 ~LIFTRY 0.00 -0.00 0.00 0.00 0.00 0.00 0.00 -0.16 0.00 0.00 0.00 0.00 LIFT|120 *J2502 ~LIFTRY 0.00 0.03 0.00 0.00 0.00 0.00 0.00 -0.08 0.00 0.00 0.00 0.00 LJ1001 *J1001 ~LIFTW -41.54 -41.06 564.38 0.00 0.00 0.00 -97.79 -95.21 241.16 0.00 0.00 0.00 LJ1002 *J1002 ~LIFTW 46.52 -19.66 274.82 0.00 0.00 0.00 19.67 -46.37 115.44 0.00 0.00 0.00 LJ1003 *J1003 ~LIFTW -72.00 166.89 959.88 0.00 0.00 0.00 -166.32 71.99 417.93 0.00 0.00 0.00 LJ1004 *J1004 ~LIFTW 107.59 110.50 635.58 0.00 0.00 0.00 44.23 44.69 259.40 0.00 0.00 0.00 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Structural Post Processing Standard Elements * * * *************************************************************************************************************** +++ A L L O W A B L E S T R E S S M O D I F I E R S +++ =========================================================== Name Amod Name Amod Name Amod Name Amod Name Amod Name Amod Name Amod -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- LIAN|000 1.00 LIBN|000 1.00 LICN|000 1.00 LIDN|000 1.00 LIEN|000 1.00 LIFN|000 1.00 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Structural Post Processing Standard Elements * * * *************************************************************************************************************** +++ W S B E A M 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 Case with Unity Ratio Greater Than 1 /- KL/R --/ /--- Stresses/Allowable (Ksi) /Forces ---/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- No Data Between These Limits ---------------------------- \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Structural Post Processing Standard Elements * * * *************************************************************************************************************** +++ W S B E A M 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 Case with Unity Ratio Between 0 And 1 /- KL/R --/ /--- Stresses/Allowable (Ksi) /Forces ---/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- B11|0098 *J1013 *J1501 ~B11 LIBN|000 40.6 50.7 100.00 -7.01 3.63 -1.48 -0.45 -0.45 0.53 Eq. 3.3.1-2 1.086 1.034 17.84 26.25 26.25 14.00 14.00 -148.6 20.9 8.5 -1.1 2.2 BA1|0087 *J1021 *J2021 ~BA1 LIBN|000 57.2 45.7 100.00 5.45 0.07 7.08 0.32 -0.19 0.53 Eq. 3.3.1-2 1.000 1.000 21.00 26.25 26.25 14.00 14.00 45.8 0.1 -9.9 1.4 -0.0 BA2|0088 *J1022 *J1501 ~BA2 LIBN|000 35.9 44.9 0.01 -8.27 2.84 -1.75 0.22 -0.22 0.57 Eq. 3.3.1-2 1.092 1.045 18.32 26.25 26.25 14.00 14.00 -159.2 13.4 8.3 1.1 -1.4 BA3|0089 *J1024 *J1501 ~BA3 LIFN|000 44.0 55.1 100.00 -5.42 0.83 -0.39 0.24 0.24 0.34 Eq. 3.3.1-2 1.094 1.047 17.47 26.25 26.25 14.00 14.00 -104.3 3.9 1.9 0.1 0.7 BA5|0090 *J1026 *J1502 ~BA5 LIBN|000 35.4 44.2 50.00 -0.19 -0.49 0.24 -0.06 -0.06 0.03 Eq. 3.3.1-4 1.175 1.174 18.37 26.25 26.25 14.00 14.00 -6.8 -5.4 -2.6 -0.2 0.3 BA6|0091 *J1028 *J1502 ~BA6 LIBN|000 34.7 43.4 100.00 -2.21 1.18 0.05 0.01 0.10 0.16 Eq. 3.3.1-4 1.156 1.144 18.44 26.25 26.25 14.00 14.00 -79.3 12.9 -0.5 0.1 1.8 BA7|0092 *J1029 *J2029 ~BA7 LIDN|000 57.2 45.7 100.00 1.76 3.10 -0.92 -0.11 0.13 0.21 Eq. 3.3.1-2 1.000 1.000 21.00 26.25 26.25 14.00 14.00 14.8 4.3 1.3 -0.2 0.4 BB2|0093 *J1040 *J1503 ~BB2 LIFN|000 29.6 37.0 100.00 -8.49 6.14 -0.08 0.03 0.47 0.66 Eq. 3.3.1-2 1.118 1.085 18.93 26.25 26.25 14.00 14.00 -345.1 86.2 1.1 0.0 9.5 BB3|0094 *J1044 *J1503 ~BB3 LIFN|000 34.8 43.5 0.00 -6.18 2.11 0.68 -0.11 -0.16 0.41 Eq. 3.3.1-2 1.117 1.084 18.43 26.25 26.25 14.00 14.00 -150.5 16.1 -5.2 -0.3 -2.0 BB5|0095 *J1046 *J1504 ~BB5 LICN|000 35.4 44.2 0.00 0.84 1.02 -0.02 -0.01 -0.13 0.08 Eq. 3.3.1-2 1.000 1.000 21.00 26.25 26.25 14.00 14.00 30.0 11.1 0.2 0.0 -2.4 BB6|0096 *J1048 *J1504 ~BB6 LIFN|000 35.2 44.1 100.00 -5.10 2.84 -0.10 0.08 0.16 0.37 Eq. 3.3.1-2 1.127 1.099 18.39 26.25 26.25 14.00 14.00 -240.2 39.4 1.4 0.1 3.8 BB7|0097 *J1049 *J2049 ~BB7 LIFN|000 58.4 46.7 100.00 8.38 6.09 -5.43 -0.23 0.12 0.71 Eq. 3.3.1-2 1.000 1.000 21.00 26.25 26.25 14.00 14.00 106.9 12.4 11.1 -1.5 0.8 C11|0061 *J2001 *J2033 ~C11 LIBN|000 29.4 10.0 100.00 -1.12 -4.12 -0.36 -0.02 -0.34 0.24 Eq H1-3 1.169 1.176 19.98 23.76 27.00 14.40 14.40 -76.0 -287.0 3.4 -0.9 -8.6 C11|0062 *J2033 *J2003 ~C11 LIFN|000 29.4 10.0 100.00 -0.66 6.93 0.56 -0.02 2.20 0.35 Eq H1-3 1.172 1.176 19.98 23.76 27.00 14.40 14.40 -44.4 482.3 5.4 -0.8 55.8 C12|0063 *J2003 *J2053 ~C12 LIFN|000 26.8 16.5 0.01 0.03 18.33 -0.86 0.03 -2.51 0.80 Eq H1-3 1.000 1.000 21.60 23.76 27.00 14.40 14.40 1.2 670.1 2.7 0.5 -51.2 C21|0064 *J2002 *J2037 ~C21 LIBN|000 29.4 10.0 100.00 0.16 -3.11 0.69 -0.03 0.02 0.16 Eq H1-3 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Structural Post Processing Standard Elements * * * *************************************************************************************************************** +++ W S B E A M 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 Case with Unity Ratio Between 0 And 1 /- KL/R --/ /--- Stresses/Allowable (Ksi) /Forces ---/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- C21|0064 *J2002 *J2037 ~C21 LIBN|000 1.000 1.000 21.60 23.76 27.00 14.40 14.40 11.1 -216.7 6.6 -1.1 0.5 C21|0065 *J2037 *J2004 ~C21 LIFN|000 29.4 10.0 100.00 0.22 10.84 0.52 -0.03 3.41 0.49 Eq H1-3 1.000 1.000 21.60 23.76 27.00 14.40 14.40 14.9 754.7 4.9 -1.4 86.5 C22|0066 *J2004 *J2057 ~C22 LIFN|000 26.8 16.5 0.01 0.25 21.40 0.63 0.05 -3.55 0.94 Eq H1-3 1.000 1.000 21.60 23.76 27.00 14.40 14.40 9.9 782.7 2.0 0.9 -72.4 C31|0067 *J2020 *J2040 ~C31 LIFN|000 32.4 15.3 100.00 -0.18 4.03 -1.36 -0.03 0.81 0.23 Eq H1-3 1.175 1.176 19.77 23.76 27.00 14.40 14.40 -7.0 147.4 4.3 -0.6 16.5 C32|0068 *J2040 *J2050 ~C32 LIFN|000 26.7 17.2 0.01 0.01 15.20 -0.97 0.02 -2.08 0.68 Eq H1-3 1.000 1.000 21.60 23.76 27.00 14.40 14.40 0.5 555.8 3.0 0.4 -42.5 C41|0069 *J2025 *J2045 ~C41 LIFN|000 33.1 15.1 100.00 0.19 -14.80 2.19 -0.05 1.95 0.71 Eq H1-3 1.000 1.000 21.60 23.76 27.00 14.40 14.40 10.1 767.4 10.5 -1.3 48.1 C42|0070 *J2045 *J2055 ~C42 LIFN|000 28.9 15.7 0.01 0.03 -15.07 0.82 0.03 -2.35 0.67 Eq H1-3 1.000 1.000 21.60 23.76 27.00 14.40 14.40 1.8 781.1 3.9 0.8 -58.0 C51|0071 *J2029 *J2049 ~C51 LIFN|000 34.2 16.1 100.00 -0.10 18.56 3.46 -0.09 2.43 0.91 Eq H1-3 1.176 1.176 19.63 23.76 27.00 14.40 14.40 -4.1 678.8 10.8 -1.6 49.5 C52|0072 *J2049 *J2059 ~C52 LIFN|000 30.6 17.1 0.00 0.05 19.05 1.36 0.04 -2.54 0.85 Eq H1-3 1.000 1.000 21.60 23.76 27.00 14.40 14.40 2.0 696.6 4.3 0.7 -51.8 CA1|0052 *J2020 *J2021 ~CA1 LIBN|000 8.1 89.4 100.00 -0.11 4.03 -0.26 -0.01 1.65 0.19 Eq H1-3 1.176 1.170 14.28 23.76 27.00 14.40 14.40 -4.4 147.3 -0.8 -0.3 33.7 CA1|0053 *J2021 *J2001 ~CA1 LIBN|000 11.3 89.5 100.00 -0.13 6.66 -0.31 -0.01 0.48 0.30 Eq H1-3 1.176 1.168 14.26 23.76 27.00 14.40 14.40 -5.1 243.7 1.0 -0.2 9.8 CA2|0054 *J2001 *J2025 ~CA2 LIBN|000 31.2 92.0 0.00 -0.61 6.30 0.56 -0.01 -1.16 0.33 Eq H1-3 1.172 1.136 13.97 23.76 27.00 14.40 14.40 -24.1 230.4 -1.8 -0.1 -23.7 CA2|0055 *J2025 *J2002 ~CA2 LIBN|000 31.2 92.0 0.00 -1.29 -4.42 0.31 0.00 0.60 0.29 Eq H1-3 1.167 1.091 13.97 23.76 27.00 14.40 14.40 -51.0 -161.5 -1.0 0.0 12.2 CA3|0056 *J2002 *J2029 ~CA3 LIBN|000 15.2 89.5 0.00 -0.05 3.00 0.45 -0.01 -0.42 0.15 Eq H1-3 1.176 1.173 14.27 23.76 27.00 14.40 14.40 -1.9 109.6 -1.4 -0.2 -8.5 CB1|0057 *J2040 *J2003 ~CB1 LIFN|000 12.6 50.1 100.00 -0.17 11.38 -0.26 -0.01 3.33 0.50 Eq H1-3 1.176 1.173 18.34 23.76 27.00 14.40 14.40 -11.2 792.6 2.4 -0.3 84.5 CB2|0058 *J2003 *J2045 ~CB2 LIFN|000 29.4 58.7 0.00 -2.33 10.88 -0.24 0.01 -3.25 0.60 Eq H1-3 1.161 1.113 17.55 23.76 27.00 14.40 14.40 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Structural Post Processing Standard Elements * * * *************************************************************************************************************** +++ W S B E A M 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 Case with Unity Ratio Between 0 And 1 /- KL/R --/ /--- Stresses/Allowable (Ksi) /Forces ---/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- CB2|0058 *J2003 *J2045 ~CB2 LIFN|000 -157.7 757.6 2.2 0.5 -82.5 CB2|0059 *J2045 *J2004 ~CB2 LIFN|000 29.4 58.7 0.00 -2.20 -9.60 -0.11 0.00 2.30 0.53 Eq H1-3 1.162 1.117 17.55 23.76 27.00 14.40 14.40 -148.5 -668.3 1.1 0.2 58.4 CB3|0060 *J2004 *J2049 ~CB3 LIFN|000 15.2 89.5 0.00 -0.26 9.30 -0.74 0.02 -1.11 0.44 Eq H1-3 1.176 1.160 14.27 23.76 27.00 14.40 14.40 -10.3 340.2 2.3 0.4 -22.6 CBA|0074 *J2033 *J2025 ~CBA LIFN|000 40.1 16.7 100.00 -0.52 0.74 -0.30 -0.00 0.01 0.07 Eq H1-3 1.170 1.175 19.19 27.00 23.76 14.40 14.40 -31.0 3.1 3.0 -0.1 0.6 CBA|0075 *J2025 *J2037 ~CBA LIFN|000 40.1 16.7 0.00 0.19 -0.68 -0.28 -0.00 -0.01 0.05 Eq H1-3 1.000 1.000 21.60 27.00 23.76 14.40 14.40 11.2 2.8 -2.8 -0.1 -0.7 CBA|0077 *J2033 *J2045 ~CBA LIBN|000 40.1 16.7 100.00 -0.22 -1.86 -0.17 0.00 0.01 0.09 Eq H1-3 1.174 1.176 19.19 27.00 23.76 14.40 14.40 -13.1 7.7 -1.7 0.1 0.8 CBA|0078 *J2045 *J2037 ~CBA LIFN|000 40.1 16.7 0.00 -0.15 -1.91 0.02 -0.00 -0.01 0.08 Eq H1-3 1.175 1.176 19.19 27.00 23.76 14.40 14.40 -8.8 7.9 0.2 -0.0 -0.8 CBB|0073 *J2020 *J2033 ~CBB LIFN|000 50.2 19.7 0.00 0.21 1.01 0.22 -0.00 -0.01 0.06 Eq H1-3 1.000 1.000 21.60 27.00 23.76 14.40 14.40 8.3 2.2 -1.2 -0.0 -0.3 CBB|0076 *J2037 *J2049 ~CBB LIFN|000 50.2 19.7 100.00 0.20 2.50 0.59 0.00 0.01 0.13 Eq H1-3 1.000 1.000 21.60 27.00 23.76 14.40 14.40 7.7 5.4 -3.2 0.2 0.5 CBB|0079 *J2045 *J2057 ~CBB LIFN|000 54.4 21.4 100.00 -0.28 0.42 0.41 0.00 0.01 0.05 Eq H1-3 1.170 1.175 17.96 27.00 23.76 14.40 14.40 -11.0 0.9 -2.3 0.1 0.3 CCR|0080 *J2040 *J2033 ~CCR LIFN|000 38.6 16.1 0.00 -0.95 0.80 -0.05 0.00 -0.01 0.08 Eq H1-3 1.165 1.175 19.30 27.00 23.76 14.40 14.40 -56.8 3.3 0.5 0.1 -0.6 CR1|0085 *J940 *J1040 ~CR1 LIFN|000 15.3 15.3 78.56 -0.66 -0.48 -0.30 -0.07 -0.11 0.05 Eq. 3.3.1-4 1.175 1.175 20.87 26.20 26.20 14.40 14.40 -106.4 -80.4 49.6 -5.6 -9.0 CR2|0086 *J1040 *J2040 ~CR2 LIFN|000 10.5 10.5 100.00 0.15 2.76 3.82 0.67 0.61 0.19 Eq. 3.3.1-2 1.000 1.000 21.60 26.20 26.20 14.40 14.40 23.7 461.6 -638.4 53.9 48.8 DL1|0099 *J1001 *J1501 ~DL1 LIBN|000 21.7 10.9 74.98 4.49 4.79 -0.49 -0.19 0.84 0.39 Eq. 3.3.1-2 1.000 1.000 21.60 25.89 25.89 14.40 14.40 436.3 393.5 40.4 -9.3 40.9 DL1|0103 *J1002 *J1502 ~DL1 LIBN|000 21.7 10.9 74.98 2.12 1.21 1.18 0.23 0.21 0.16 Eq. 3.3.1-2 1.000 1.000 21.60 25.89 25.89 14.40 14.40 205.7 99.2 -96.7 11.2 10.4 DL1|0107 *J1003 *J1503 ~DL1 LIFN|000 21.7 10.9 24.40 7.23 -3.12 -2.67 -0.10 0.87 0.49 Eq. 3.3.1-2 1.000 1.000 21.60 25.89 25.89 14.40 14.40 702.4 -256.1 219.1 -5.1 42.1 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Structural Post Processing Standard Elements * * * *************************************************************************************************************** +++ W S B E A M 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 Case with Unity Ratio Between 0 And 1 /- KL/R --/ /--- Stresses/Allowable (Ksi) /Forces ---/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- DL1|0111 *J1004 *J1504 ~DL1 LIFN|000 21.7 10.9 74.98 5.42 2.03 4.31 0.81 -0.16 0.44 Eq. 3.3.1-2 1.000 1.000 21.60 25.89 25.89 14.40 14.40 527.0 166.7 -353.8 39.3 -7.8 DL2|0100 *J1501 *J2001 ~DL2 LIBN|000 28.6 14.3 0.03 0.76 3.47 -0.41 0.20 -0.76 0.13 Eq. 3.3.1-2 1.000 1.000 28.02 35.03 35.03 18.68 18.68 155.8 580.0 68.2 21.1 -78.9 DL2|0104 *J1502 *J2002 ~DL2 LIBN|000 28.6 14.3 0.03 0.64 0.82 0.85 -0.46 0.09 0.06 Eq. 3.3.1-2 1.000 1.000 28.02 35.03 35.03 18.68 18.68 131.0 136.7 -141.9 -47.2 9.1 DL2|0108 *J1503 *J2003 ~DL2 LIFN|000 28.6 14.3 0.03 1.85 1.18 -2.29 1.46 0.40 0.14 Eq. 3.3.1-2 1.000 1.000 28.02 35.03 35.03 18.68 18.68 381.2 196.8 382.8 150.8 41.7 DL2|0112 *J1504 *J2004 ~DL2 LIFN|000 28.6 14.3 0.03 1.65 0.86 3.24 -1.29 -0.08 0.15 Eq. 3.3.1-2 1.000 1.000 28.02 35.03 35.03 18.68 18.68 339.9 142.8 -541.0 -133.1 -8.4 DL3|0101 *J2001 *J2101 ~DL3 LIFN|000 43.5 43.5 36.26 0.50 1.34 0.02 0.01 -0.12 0.07 Eq. 3.3.1-2 1.000 1.000 21.60 25.89 25.89 14.40 14.40 48.8 109.6 -1.6 0.3 -5.7 DL3|0105 *J2002 *J2102 ~DL3 LIFN|000 43.5 43.5 36.26 0.56 1.16 -0.00 0.01 -0.09 0.07 Eq. 3.3.1-2 1.000 1.000 21.60 25.89 25.89 14.40 14.40 54.9 95.2 0.4 0.7 -4.4 DL4|0102 *J2101 *J2501 ~DL4 LIFN|000 47.2 47.2 0.00 0.28 0.87 0.04 0.00 -0.08 0.05 Eq. 3.3.1-2 1.000 1.000 21.60 25.89 25.89 14.40 14.40 27.6 71.7 -3.0 0.0 -4.0 DL4|0106 *J2102 *J2502 ~DL4 LIFN|000 47.2 47.2 0.00 0.27 0.80 0.04 -0.00 -0.07 0.04 Eq. 3.3.1-2 1.000 1.000 21.60 25.89 25.89 14.40 14.40 26.2 65.7 -3.5 -0.0 -3.6 DL5|0109 *J2003 *J2103 ~DL5 LIFN|000 47.6 47.6 36.26 0.58 1.01 -0.13 0.03 -0.08 0.06 Eq. 3.3.1-2 1.000 1.000 21.60 26.97 26.97 14.40 14.40 74.2 108.1 14.5 1.7 -5.1 DL5|0113 *J2004 *J2104 ~DL5 LIFN|000 47.6 47.6 36.26 0.48 0.92 -0.11 0.02 -0.07 0.06 Eq. 3.3.1-2 1.000 1.000 21.60 26.97 26.97 14.40 14.40 62.1 98.8 11.7 1.2 -4.8 DL6|0110 *J2103 *J2503 ~DL6 LIFN|000 51.1 51.1 0.00 0.28 0.68 -0.04 0.01 -0.06 0.04 Eq. 3.3.1-2 1.000 1.000 21.60 26.97 26.97 14.40 14.40 36.0 73.6 4.2 0.5 -4.0 DL6|0114 *J2104 *J2504 ~DL6 LIFN|000 51.1 51.1 0.00 0.27 0.62 -0.04 0.01 -0.06 0.04 Eq. 3.3.1-2 1.000 1.000 21.60 26.97 26.97 14.40 14.40 34.6 66.4 4.2 0.5 -3.6 M11|0022 *J1063 *J1013 ~M11 LIBN|000 15.6 16.8 100.00 -0.07 0.53 0.35 -0.05 0.79 0.05 Shear 1.176 1.176 20.79 23.76 27.00 14.40 14.40 -2.7 19.4 1.1 -0.9 16.0 M11|0023 *J1013 *J1001 ~M11 LIBN|000 15.6 17.1 100.00 2.72 5.51 -0.26 -0.00 1.26 0.37 Eq H1-3 1.000 1.000 21.60 23.76 27.00 14.40 14.40 108.1 201.6 -0.8 -0.0 25.6 M12|0024 *J1001 *J1033 ~M12 LIBN|000 30.2 14.6 0.00 -1.78 -4.56 0.44 0.02 -1.25 0.30 Eq H1-3 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Structural Post Processing Standard Elements * * * *************************************************************************************************************** +++ W S B E A M 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 Case with Unity Ratio Between 0 And 1 /- KL/R --/ /--- Stresses/Allowable (Ksi) /Forces ---/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- M12|0024 *J1001 *J1033 ~M12 LIBN|000 1.164 1.173 19.93 23.76 27.00 14.40 14.40 -95.4 236.3 2.1 0.5 -30.9 M12|0025 *J1033 *J1003 ~M12 LIFN|000 30.2 14.6 100.00 -2.26 -5.74 0.14 -0.02 1.39 0.36 Eq H1-3 1.160 1.173 19.93 23.76 27.00 14.40 14.40 -121.4 297.3 0.7 -0.4 34.2 M13|0026 *J1003 *J1053 ~M13 LIFN|000 31.1 15.2 0.00 -0.04 -13.13 0.73 0.02 -1.85 0.58 Eq H1-3 1.176 1.176 19.87 23.76 27.00 14.40 14.40 -2.0 680.6 3.5 0.6 -45.6 M21|0027 *J1002 *J1037 ~M21 LIBN|000 29.1 83.1 100.00 -1.16 2.76 -0.07 -0.00 -0.23 0.20 Eq H1-3 1.169 1.114 15.01 23.76 27.00 14.40 14.40 -62.0 -143.3 -0.3 -0.0 -5.6 M21|0028 *J1037 *J1004 ~M21 LIFN|000 29.1 83.1 100.00 -2.09 -4.07 -0.10 -0.00 0.89 0.31 Eq H1-3 1.162 1.063 15.01 23.76 27.00 14.40 14.40 -112.2 210.8 -0.5 -0.0 22.0 M31|0029 *J1062 *J1012 ~M31 LIBN|000 36.0 16.8 100.00 -0.06 0.54 0.35 -0.05 0.79 0.05 Shear 1.176 1.176 19.50 23.76 27.00 14.40 14.40 -2.5 19.7 1.1 -0.9 16.1 M31|0030 *J1012 *J1022 ~M31 LIDN|000 36.0 17.0 100.00 -0.01 2.97 -1.67 -0.03 0.49 0.19 Eq H1-3 1.176 1.176 19.50 23.76 27.00 14.40 14.40 -0.5 108.6 5.3 -0.6 10.1 M32|0031 *J1022 *J1032 ~M32 LIBN|000 34.2 15.9 0.00 -0.25 2.06 -1.29 0.02 -0.43 0.15 Eq H1-3 1.174 1.176 19.64 23.76 27.00 14.40 14.40 -9.8 75.5 4.1 0.4 -8.7 M32|0032 *J1032 *J1042 ~M32 LIFN|000 34.3 15.4 100.00 -0.25 18.41 0.21 -0.01 2.97 0.80 Eq H1-3 1.174 1.176 19.63 23.76 27.00 14.40 14.40 -10.0 673.4 -0.7 -0.1 60.6 M33|0033 *J1042 *J1052 ~M33 LIFN|000 36.0 17.1 0.00 0.08 18.47 -0.69 0.02 -1.88 0.81 Eq H1-3 1.000 1.000 21.60 23.76 27.00 14.40 14.40 3.1 675.5 2.2 0.3 -38.3 M41|0034 *J1065 *J1015 ~M41 LIBN|000 36.0 16.8 100.00 -0.07 0.50 0.35 -0.05 0.74 0.05 Shear 1.176 1.176 19.50 23.76 27.00 14.40 14.40 -2.9 18.4 1.1 -0.9 15.1 M41|0035 *J1015 *J1025 ~M41 LIBN|000 36.0 17.0 100.00 -0.15 6.44 -0.56 -0.02 0.82 0.30 Eq H1-3 1.175 1.176 19.50 23.76 27.00 14.40 14.40 -6.1 235.5 1.8 -0.3 16.7 M42|0036 *J1025 *J1045 ~M42 LIFN|000 34.2 16.1 100.00 -0.04 17.65 -1.64 -0.04 1.32 0.81 Eq H1-3 1.176 1.176 19.63 23.76 27.00 14.40 14.40 -1.4 645.4 5.2 -0.7 26.8 M43|0037 *J1045 *J1055 ~M43 LIFN|000 36.0 17.1 0.00 0.09 18.53 -0.73 0.02 -1.93 0.81 Eq H1-3 1.000 1.000 21.60 23.76 27.00 14.40 14.40 3.6 677.5 2.3 0.4 -39.4 MA1|0001 *J1020 *J1021 ~MA1 LIFN|000 11.7 79.3 100.00 0.03 3.46 5.14 -0.13 0.99 0.34 Eq H1-3 1.000 1.000 21.60 23.76 27.00 14.40 14.40 1.1 126.6 16.1 -2.5 20.1 MA1|0002 *J1021 *J1022 ~MA1 LIFN|000 11.4 79.6 100.00 0.09 5.48 6.57 -0.27 4.18 0.48 Eq H1-3 1.000 1.000 21.60 23.76 27.00 14.40 14.40 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Structural Post Processing Standard Elements * * * *************************************************************************************************************** +++ W S B E A M 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 Case with Unity Ratio Between 0 And 1 /- KL/R --/ /--- Stresses/Allowable (Ksi) /Forces ---/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- MA1|0002 *J1021 *J1022 ~MA1 LIFN|000 3.6 200.3 20.6 -5.1 85.3 MA1|0003 *J1022 *J1001 ~MA1 LIBN|000 11.3 61.7 100.00 3.15 6.36 -0.76 0.03 0.76 0.44 Eq H1-3 1.000 1.000 21.60 23.76 27.00 14.40 14.40 125.1 232.7 -2.4 0.5 15.5 MA2|0004 *J1001 *J1024 ~MA2 LIFN|000 14.7 58.8 0.01 0.78 3.93 0.23 -0.00 -1.08 0.21 Eq H1-3 1.000 1.000 21.60 23.76 27.00 14.40 14.40 52.5 273.5 -2.2 -0.1 -27.4 MA2|0005 *J1024 *J1025 ~MA2 LIFN|000 14.7 58.7 0.04 -0.45 0.36 0.24 -0.08 -2.43 0.17 Shear 1.176 1.164 17.55 23.76 27.00 14.40 14.40 -30.3 25.1 2.3 -3.4 -61.5 MA2|0006 *J1025 *J1026 ~MA2 LIFN|000 14.7 58.7 100.00 0.01 -2.19 -0.54 0.13 -0.71 0.11 Eq H1-3 1.000 1.000 21.60 23.76 27.00 14.40 14.40 0.6 -152.6 -5.1 5.4 -17.9 MA2|0007 *J1026 *J1027 ~MA2 LIBN|000 14.7 58.6 100.00 0.08 -2.28 0.37 0.06 -0.07 0.11 Eq H1-3 1.000 1.000 21.60 23.76 27.00 14.40 14.40 5.6 -159.0 -3.5 2.6 -1.8 MA2|0008 *J1027 *J1002 ~MA2 LIBN|000 14.7 58.8 0.01 0.10 -2.28 0.37 -0.01 0.62 0.11 Eq H1-3 1.000 1.000 21.60 23.76 27.00 14.40 14.40 6.7 -159.0 -3.5 -0.2 15.7 MA3|0009 *J1002 *J1028 ~MA3 LIBN|000 14.3 57.3 0.01 0.98 1.69 -0.77 0.02 -0.48 0.15 Eq H1-3 1.000 1.000 21.60 23.76 27.00 14.40 14.40 66.3 117.9 7.3 1.0 -12.1 MA3|0010 *J1028 *J1029 ~MA3 LIBN|000 14.3 57.2 0.04 0.07 0.94 -0.47 -0.06 -1.40 0.10 Shear 1.000 1.000 21.60 23.76 27.00 14.40 14.40 4.9 65.5 -4.4 -2.6 -35.5 MB1|0011 *J1040 *J1042 ~MB1 LIFN|000 12.6 10.7 100.00 4.63 -7.36 0.13 -0.01 -1.23 0.53 Eq H1-3 1.000 1.000 21.60 23.76 27.00 14.40 14.40 313.1 -512.3 -1.2 -0.4 -31.3 MB1|0012 *J1042 *J1003 ~MB1 LIFN|000 12.5 39.4 100.00 4.51 9.55 -0.83 -0.03 3.90 0.64 Eq H1-3 1.000 1.000 21.60 23.76 27.00 14.40 14.40 304.6 664.9 7.9 -1.1 98.9 MB2|0013 *J1003 *J1044 ~MB2 LIFN|000 14.7 58.8 0.01 2.01 7.93 -1.01 0.03 -1.89 0.46 Eq H1-3 1.000 1.000 21.60 23.76 27.00 14.40 14.40 136.0 552.5 9.6 1.2 -47.8 MB2|0014 *J1044 *J1045 ~MB2 LIFN|000 14.7 58.7 0.04 0.21 0.64 0.34 -0.06 -4.02 0.28 Shear 1.000 1.000 21.60 23.76 27.00 14.40 14.40 14.4 44.7 -3.3 -2.4 -102.0 MB2|0015 *J1045 *J1046 ~MB2 LIFN|000 14.7 58.7 100.00 0.15 -2.85 0.62 0.13 -0.26 0.15 Eq H1-3 1.000 1.000 21.60 23.76 27.00 14.40 14.40 10.2 -198.5 -5.9 5.3 -6.5 MB2|0016 *J1046 *J1047 ~MB2 LIFN|000 14.7 58.6 100.00 0.48 -3.37 1.08 0.04 0.22 0.20 Eq H1-3 1.000 1.000 21.60 23.76 27.00 14.40 14.40 32.3 -234.7 -10.3 1.8 5.7 MB2|0017 *J1047 *J1004 ~MB2 LIFN|000 14.7 58.8 100.00 0.50 3.91 -1.04 -0.03 1.37 0.23 Eq H1-3 1.000 1.000 21.60 23.76 27.00 14.40 14.40 34.0 272.6 9.9 -1.4 34.8 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Structural Post Processing Standard Elements * * * *************************************************************************************************************** +++ W S B E A M 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 Case with Unity Ratio Between 0 And 1 /- KL/R --/ /--- Stresses/Allowable (Ksi) /Forces ---/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- MB3|0018 *J1004 *J1048 ~MB3 LIFN|000 14.3 57.3 0.01 2.71 3.28 0.86 0.03 -0.77 0.30 Eq H1-3 1.000 1.000 21.60 23.76 27.00 14.40 14.40 182.9 228.7 8.2 1.1 -19.4 MB3|0019 *J1048 *J1049 ~MB3 LIFN|000 14.3 57.2 0.04 -0.10 3.58 0.64 -0.06 -5.20 0.36 Shear 1.176 1.174 17.70 23.76 27.00 14.40 14.40 -6.8 249.5 -6.0 -2.6 -132.0 MBA|0038 *J1025 *J1037 ~MBA LIFN|000 93.7 93.7 0.00 -1.27 4.61 0.03 -0.20 -0.22 0.27 Eq. 3.3.1-4 1.089 1.089 13.53 26.25 26.25 14.00 14.00 -25.2 18.3 -0.1 0.1 -1.8 MBA|0040 *J1045 *J1037 ~MBA LIFN|000 94.6 94.6 0.00 1.21 7.04 0.12 0.50 0.50 0.33 Eq. 3.3.1-2 1.000 1.000 21.00 26.25 26.25 14.00 14.00 24.0 27.9 -0.5 -0.0 -2.3 MBB|0039 *J1037 *J1029 ~MBB LIFN|000 91.2 91.2 50.00 -0.70 -1.66 0.02 -0.04 -0.04 0.11 Eq. 3.3.1-4 1.130 1.130 13.81 26.25 26.25 14.00 14.00 -8.4 -4.1 -0.0 0.0 0.1 MBB|0041 *J1037 *J1049 ~MBB LIFN|000 90.3 90.3 50.00 0.80 -1.42 0.08 0.02 0.02 0.09 Eq. 3.3.1-2 1.000 1.000 21.00 26.25 26.25 14.00 14.00 9.6 -3.5 -0.2 -0.0 0.1 MC1|0020 *J1012 *J1013 ~MC1 LIBN|000 12.0 70.6 100.00 0.06 13.69 0.46 -0.00 1.82 0.60 Eq H1-3 1.000 1.000 21.60 23.76 27.00 14.40 14.40 2.4 500.6 -1.4 -0.0 37.1 MC1|0021 *J1013 *J1015 ~MC1 LIBN|000 17.1 100.8 0.00 -0.05 14.06 -1.22 0.02 -1.36 0.64 Eq H1-3 1.176 1.172 12.87 23.76 27.00 14.40 14.40 -2.1 514.3 3.8 0.4 -27.6 MCA|0042 *J1040 *J1032 ~MCA LIFN|000 8.9 52.3 0.01 1.74 -6.89 -0.49 0.01 1.18 0.39 Eq H1-3 1.000 1.000 21.60 23.76 27.00 14.40 14.40 69.1 -252.0 1.5 0.1 24.2 MCB|0043 *J1032 *J1001 ~MCB LIFN|000 30.2 12.6 0.00 1.22 1.14 -0.14 0.00 -0.01 0.10 Eq H1-3 1.000 1.000 21.60 27.00 23.76 14.40 14.40 73.1 4.7 1.4 0.1 -0.7 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Structural Post Processing Standard Elements * * * *************************************************************************************************************** +++ S T A N D A R D W S J O I N T C H E C K +++ ===================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Joint Check For Most Severe Load Case With Unity Ratios Greater Than 1 /- Chord/Brace -/ Joint RP2A Joint Left Right /-- Chord/Brace Force --/ Classification /-- Allowable Force -/ Unity Name Node OD Th Fy Load Case Axial IPB OPB K T&Y X Axial IPB OPB Ratio -------- -------- -------- ------- ------- ----- -------- -------- -------- -------- -------------- ------- ------- ------- ------- No Data Between These Limits ---------------------------- \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Structural Post Processing Standard Elements * * * *************************************************************************************************************** +++ S T A N D A R D W S J O I N T C H E C K +++ ===================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Joint Check For Most Severe Load Case With Unity Ratios Between 0 And 1 /- Chord/Brace -/ Joint RP2A Joint Left Right /-- Chord/Brace Force --/ Classification /-- Allowable Force -/ Unity Name Node OD Th Fy Load Case Axial IPB OPB K T&Y X Axial IPB OPB Ratio -------- -------- -------- ------- ------- ----- -------- -------- -------- -------- -------------- ------- ------- ------- ------- *J1037 *J1045 *J1029 10.750 0.625 35.0 LIFN|000 1.2 0.5 0.1 *J1025 10.750 0.625 35.0 -25.2 -1.0 4.5 0.00 0.00 1.00 241.4 84.7 67.0 0.17 *J1037 *J1045 *J1029 10.750 0.625 35.0 LIDN|000 0.6 1.4 -0.0 *J1049 10.750 0.365 35.0 -1.7 -0.1 -3.9 0.00 0.00 1.00 241.1 84.6 66.9 0.07 *J1040 *J940 *J2040 52.000 1.375 46.7 LIFN|000 0.2 -1.7 1.3 *J1503 18.000 0.750 35.0 -343.2 62.8 -3.3 1.00 0.00 0.00 760.2 473.0 280.2 0.48 *J1501 *J1001 *J2001 42.000 1.625 46.7 LIBN|000 2.1 3.2 0.4 *J1013 14.000 0.500 35.0 -148.6 -20.9 -8.5 0.00 1.00 0.00 520.2 283.6 219.4 0.33 *J1501 *J1001 *J2001 42.000 1.625 46.7 LIFN|000 2.1 3.2 0.4 *J1024 12.750 0.500 35.0 -104.3 -3.9 -1.9 0.00 0.00 1.00 444.5 232.2 194.9 0.24 *J1501 *J1001 *J2001 42.000 1.625 46.7 LIBN|000 2.1 3.2 0.4 *J1022 12.750 0.500 35.0 -160.2 -0.0 9.3 0.00 0.27 0.73 507.9 260.4 218.5 0.36 *J1502 *J1002 *J2002 42.000 1.625 46.7 LICN|000 0.4 0.7 -0.6 *J1026 16.000 0.750 35.0 10.1 -1.6 2.6 0.00 1.00 0.00 741.8 381.5 266.0 0.02 *J1502 *J1002 *J2002 42.000 1.625 46.7 LIBN|000 1.0 0.8 -0.8 *J1028 16.000 0.750 35.0 -79.3 -12.9 0.5 0.00 0.90 0.10 598.7 384.8 268.3 0.14 *J1503 *J1003 *J2003 42.000 1.625 46.7 LIFN|000 3.4 1.2 1.7 *J1040 18.000 0.750 35.0 -345.1 -86.2 -1.1 0.00 0.57 0.43 623.7 488.9 315.9 0.59 *J1503 *J1003 *J2003 42.000 1.625 46.7 LIFN|000 3.4 1.2 1.7 *J1044 16.000 0.500 35.0 -152.0 4.6 -0.1 0.00 0.00 1.00 514.3 384.9 268.4 0.30 *J1504 *J1004 *J2004 42.000 1.625 46.7 LIFN|000 2.5 0.8 -3.0 *J1046 16.000 0.750 35.0 -25.5 9.0 4.4 0.00 0.00 1.00 512.8 383.9 267.7 0.07 *J1504 *J1004 *J2004 42.000 1.625 46.7 LIFN|000 2.5 0.8 -3.0 *J1048 16.000 1.000 35.0 -240.2 -39.4 -1.4 0.00 0.89 0.11 600.9 386.4 269.4 0.42 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Structural Post Processing Standard Elements * * * *************************************************************************************************************** +++ S T A N D A R D W S J O I N T C R U S H I N G +++ =========================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Joint Crushing For Most Severe Load Case With Unity Ratios Greater Than 1 /-------------- Chord ------------/ Joint Left Right Eff.Len. Load Ref. Angle /-------- Forces --------/ Stress Unity Name Joint Joint Class (in) Case Joint (Deg) Axial Moment Shear (Ksi) Ratio Comment -------- -------- -------- -------- -------- -------- -------- ----- -------- -------- -------- -------- ----- ---------------- *J1037 *J1045 *J1029 ~MBA 26.94 LIFN|000 *J1025 0 2.1 -8.9 -0.0 -63.20 3.01 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Test 4-Pile Deck * * Structural Post Processing Standard Elements * * * *************************************************************************************************************** +++ S T A N D A R D W S J O I N T C R U S H I N G +++ =========================================================== Units Are KSI, Degrees, Feet, and Kips Unless Specified Joint Crushing For Most Severe Load Case With Unity Ratios Between 0 And 1 /-------------- Chord ------------/ Joint Left Right Eff.Len. Load Ref. Angle /-------- Forces --------/ Stress Unity Name Joint Joint Class (in) Case Joint (Deg) Axial Moment Shear (Ksi) Ratio Comment -------- -------- -------- -------- -------- -------- -------- ----- -------- -------- -------- -------- ----- ---------------- *J1040 *J940 *J2040 ~CR1 147.55 LIBN|000 *J1503 180 -35.0 21.1 -4.8 -5.53 0.20 *J1501 *J1001 *J2001 ~DL1 124.96 LIBN|000 *J1013 90 37.8 -27.3 9.0 5.98 0.21 *J1502 *J1002 *J2002 ~DL1 120.36 LIBN|000 *J1026 0 13.3 -18.2 -0.0 -4.16 0.15 *J1503 *J1003 *J2003 ~DL1 120.07 LIFN|000 *J1040 180 37.0 -89.6 0.0 -20.70 0.74 *J1504 *J1004 *J2004 ~DL1 120.36 LIFN|000 *J1046 0 40.0 -55.4 -0.0 -12.67 0.45 *J2001 *J1501 *J2101 ~DL2 105.00 LIBN|000 *J2025 270 24.8 -21.1 -1.5 -5.48 0.20 *J2002 *J1502 *J2102 ~DL2 105.00 LIFN|000 *J2029 0 8.7 -20.0 0.9 -5.28 0.19 *J2003 *J1503 *J2103 ~DL2 105.00 LIFN|000 *J2045 180 45.6 -49.5 -3.6 -12.94 0.46 *J2004 *J1504 *J2104 ~DL2 105.00 LIFN|000 *J2049 0 26.5 -56.8 -0.4 -14.99 0.53 \end{alltt}