\tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Tesla Tow * * Basic Model Properties * * * *************************************************************************************************************** +++ M O D E L S I Z E +++ =========================== \ACONTENTS{Basic Model Properties} Number of Bodies = 1 Number of Parts = 6 Number of Compartments = 42 Number of Load Groups = 29 Number of Panels = 838 Number of Points = 3259 Number of Nodes = 555 Number of Classes = 694 Number of Elements = 1342 Number of Load Attributes = 0 Number of Load Cases = 0 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Tesla Tow * * 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, Meters, and M-Tons Unless Specified Max. Length for Drag Comp. = 6.096 Max. Area for Drag Comp. = 37.161 Specific Gravity of Water = 1.025 Acceleration of Gravity = 9.815 Water Depth = 150.000 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 * * Tesla Tow * * Summary for part s44 * * * *************************************************************************************************************** +++ E X T E R N A L P I E C E S U M M A R Y +++ =================================================== Process is INSTALLA: Units Are Degrees, Meters, and M-Tons Unless Specified Piece Body Diffrac. Tanaka Wave P /--- Wind Coff. ---/ /--- Drag Coeff. --/ Depth/ Drag F. Name Name Type Perm. Mult. Mult. X Y Z X Y Z Draft Mult. -------- -------- -------- ------ ------ ------ ------ ------ ------ ------ ------ ------ ------- ------- \ACONTENTS{Summary for part s44} PIE|0001 S44 Strip 1.000 1.000 1.000 0.00 0.00 0.00 0.00 0.00 0.00 1.00 1.00 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Tesla Tow * * Summary for part J_STRUCT * * * *************************************************************************************************************** +++ C A T E G O R Y S U M M A R Y F O R P A R T J _ S T R U C T +++ =========================================================================== Process is INSTALLA: Units Are Degrees, Meters, and M-Tons Unless Specified Results Are Reported In The Part System of Part J_STRUCT Weight Buoyancy /--- Center of Gravity ----/ /---- Center of Buoyancy ---/ Category Factor Factor Weight X Y Z Buoyancy X Y Z --------- --------- --------- --------- -------- --------- --------- -------- -------- --------- --------- \ACONTENTS{Summary for part J\_STRUCT} ANODES 1.000 1.000 920.58 0.00 0.12 -115.21 340.49 -0.00 0.12 -115.17 APPURT 1.000 1.000 816.00 -18.04 6.27 -74.09 0.00 0.00 0.00 0.00 BTSUPP 1.000 1.000 10.40 0.00 -0.00 -12.02 19.61 0.00 -0.00 -12.02 CONDUCTG 1.000 1.000 133.00 -5.00 -0.00 -65.86 49.71 -5.00 -0.00 -65.86 EXTRAS 1.000 1.000 1002.00 0.00 15.50 -190.20 0.00 0.00 0.00 0.00 GROUTSY 1.000 1.000 8.60 0.00 0.07 -169.50 6.00 -0.00 0.07 -169.50 LWAYTIMB 1.000 1.000 105.00 0.00 27.15 -113.01 103.35 0.00 27.15 -113.01 MARGIN 1.000 1.000 4688.30 10.14 -14.36 -67.75 0.00 0.00 0.00 0.00 PILEGIDE 1.000 1.000 12.32 0.00 -0.06 -168.20 9.96 0.00 -0.06 -168.20 STR_MODE 1.000 1.000 16920.00 -0.19 2.38 -105.14 23506.00 -0.07 2.01 -84.66 ======== ======== ======== ======== ======== ======== ======== ======== TOTAL 24616.25 1.17 -0.14 -100.66 24035.13 -0.08 2.08 -85.17 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Tesla Tow * * Skid Beam Properties * * * *************************************************************************************************************** +++ 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 (mm) -------------------------------/ Name No %Length Length Type A B C D E F G H PT PW -------- -- -------- ------ -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- \ACONTENTS{Skid Beam Properties} ~SKIDBM 1 WBOX 1800. 1800. 25. 51. 25. \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Tesla Tow * * Skid Beam Properties * * * *************************************************************************************************************** +++ 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. (MPa) Ratio (1/Deg C) (Mpa) (MPa) (M-Tons) Gravity Selector kl/r Lim d/t Lim -------- ---- --------- --------- --------- --------- --------- --------- --------- -------- -------- -------- ~SKIDBM 1 2.00E+05 0.300 1.17E-05 248.04 413.41 13174.33 7.85 WB@ \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Tesla Tow * * Skid Beam Properties * * * *************************************************************************************************************** +++ C L A S S S E C T I O N S U M M A R Y +++ ================================================= Stiffner Spacing is in Milimeters Class Seg. Area /---- Shear Alpha --/ /------- Inertia (mm**4) ------/ /--- Trans. Stiff --/ /--- Long. Stiff ---/ Name No. (mm**2) Y Z J Y Z Class Where Space Class Where Space -------- ---- ---------- ---------- ---------- ---------- ---------- ---------- -------- ----- ------ -------- ----- ------ ~SKIDBM 1 312298. 0.1177 2.5747 1.857E+11 1.710E+11 1.173E+11 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Tesla Tow * * Tiedown Properties For Part J_STRUCT * * * *************************************************************************************************************** +++ 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 (mm) -------------------------------/ Name No %Length Length Type A B C D E F G H PT PW -------- -- -------- ------ -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- \ACONTENTS{Tiedown Properties For Part J\_STRUCT} ~TIEDOWN 1 TUBE 508. 25. \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Tesla Tow * * Tiedown Properties For Part J_STRUCT * * * *************************************************************************************************************** +++ 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. (MPa) Ratio (1/Deg C) (Mpa) (MPa) (M-Tons) Gravity Selector kl/r Lim d/t Lim -------- ---- --------- --------- --------- --------- --------- --------- --------- -------- -------- -------- ~TIEDOWN 1 2.00E+05 0.300 1.17E-05 248.04 413.41 1600.28 7.85 P@ \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Tesla Tow * * Tiedown Properties For Part J_STRUCT * * * *************************************************************************************************************** +++ C L A S S S E C T I O N S U M M A R Y +++ ================================================= Stiffner Spacing is in Milimeters Class Seg. Area /---- Shear Alpha --/ /------- Inertia (mm**4) ------/ /--- Trans. Stiff --/ /--- Long. Stiff ---/ Name No. (mm**2) Y Z J Y Z Class Where Space Class Where Space -------- ---- ---------- ---------- ---------- ---------- ---------- ---------- -------- ----- ------ -------- ----- ------ ~TIEDOWN 1 37935. 1.9964 1.9964 2.218E+09 1.109E+09 1.109E+09 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Tesla Tow * * Tiedown Properties For Part J_STRUCT * * * *************************************************************************************************************** +++ B E A M P R O P E R T I E S F O R P A R T T | J _ S T R U +++ ========================================================================= Process is TRANSPOR: Units Are Degrees, Meters, and M-Tons Unless Specified Element Class Node /--- Releases --/ /-- Part Offset (mm) --/ 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 -------- -------- -------- -- -- -- -- -- -- -------- -------- -------- --------- -------- ------- ------- ------- ------- ------- TIE|0001 ~TIEDOWN *J040110 0. 0. 0. 1.00 0.0000 1.0000 0.0000 5.00 0.00 *B179 199. 13000. 11971. 1.00 0.00 TIE|0002 ~TIEDOWN *J040114 0. 0. 0. 1.00 0.0000 1.0000 0.0000 5.00 0.00 *B208 377. 13000. 12426. 1.00 0.00 TIE|0003 ~TIEDOWN *J080110 0. 0. 0. 1.00 0.0000 1.0000 0.0000 5.00 0.00 *B179 199. -13000. 11971. 1.00 0.00 TIE|0004 ~TIEDOWN *J080114 0. 0. 0. 1.00 0.0000 1.0000 0.0000 5.00 0.00 *B208 377. -13000. 12426. 1.00 0.00 TIE|0005 ~TIEDOWN *J040102 0. 1065. -315. 1.00 -1.0000 0.0000 0.0000 11.40 0.00 *BOWST 8800. 0. 1800. 1.00 0.00 TIE|0006 ~TIEDOWN *J040106 0. 1065. -315. 1.00 -1.0000 0.0000 0.0000 11.40 0.00 *B143 9. 25000. 7857. 1.00 0.00 TIE|0007 ~TIEDOWN *J040110 0. 943. -279. 1.00 -1.0000 0.0000 0.0000 11.53 0.00 *B174 199. 25000. 8343. 1.00 0.00 TIE|0008 ~TIEDOWN *J040114 0. 943. -279. 1.00 -1.0000 0.0000 0.0000 11.53 0.00 *B203 377. 25000. 8797. 1.00 0.00 TIE|0009 ~TIEDOWN *J040118 0. 943. -279. 1.00 -1.0000 0.0000 0.0000 11.53 0.00 *B230 543. 25000. 9220. 1.00 0.00 TIE|0010 ~TIEDOWN *J040122 0. 943. -279. 1.00 -1.0000 0.0000 0.0000 11.53 0.00 *B256 -304. 25000. 9627. 1.00 0.00 TIE|0011 ~TIEDOWN *J080102 0. -1065. -315. 1.00 1.0000 0.0000 0.0000 11.40 0.00 *BOWPT 8800. 0. 1800. 1.00 0.00 TIE|0012 ~TIEDOWN *J080106 0. -1065. -315. 1.00 1.0000 0.0000 0.0000 11.40 0.00 *B143 9. -25000. 7857. 1.00 0.00 TIE|0013 ~TIEDOWN *J080110 0. -943. -279. 1.00 1.0000 0.0000 0.0000 11.53 0.00 *B174 199. -25000. 8343. 1.00 0.00 TIE|0014 ~TIEDOWN *J080114 0. -943. -279. 1.00 1.0000 0.0000 0.0000 11.53 0.00 *B203 377. -25000. 8797. 1.00 0.00 TIE|0015 ~TIEDOWN *J080118 0. -943. -279. 1.00 1.0000 0.0000 0.0000 11.53 0.00 *B230 543. -25000. 9220. 1.00 0.00 TIE|0016 ~TIEDOWN *J080122 0. -943. -279. 1.00 1.0000 0.0000 0.0000 11.53 0.00 *B256 -304. -25000. 9627. 1.00 0.00 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Tesla Tow * * Tiedown Properties For Part J_STRUCT * * * *************************************************************************************************************** +++ B E A M E N D S F O R P A R T T | J _ S T R U +++ ============================================================= Process is TRANSPOR: Units Are Degrees, Meters, and M-Tons 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 -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- TIE|0001 ~TIEDOWN *J040110 74.20 13.00 16.75 *B179 79.20 13.00 16.75 5.00 TIE|0002 ~TIEDOWN *J040114 103.38 13.00 16.75 *B208 108.38 13.00 16.75 5.00 TIE|0003 ~TIEDOWN *J080110 74.20 -13.00 16.75 *B179 79.20 -13.00 16.75 5.00 TIE|0004 ~TIEDOWN *J080114 103.38 -13.00 16.75 *B208 108.38 -13.00 16.75 5.00 TIE|0005 ~TIEDOWN *J040102 8.80 14.06 16.43 *BOWST 8.80 25.00 13.20 11.40 TIE|0006 ~TIEDOWN *J040106 43.01 14.06 16.43 *B143 43.01 25.00 13.20 11.40 TIE|0007 ~TIEDOWN *J040110 74.20 13.94 16.47 *B174 74.20 25.00 13.20 11.53 TIE|0008 ~TIEDOWN *J040114 103.38 13.94 16.47 *B203 103.38 25.00 13.20 11.53 TIE|0009 ~TIEDOWN *J040118 130.54 13.94 16.47 *B230 130.54 25.00 13.20 11.53 TIE|0010 ~TIEDOWN *J040122 155.70 13.94 16.47 *B256 155.70 25.00 13.20 11.53 TIE|0011 ~TIEDOWN *J080102 8.80 -14.06 16.43 *BOWPT 8.80 -25.00 13.20 11.40 TIE|0012 ~TIEDOWN *J080106 43.01 -14.06 16.43 *B143 43.01 -25.00 13.20 11.40 TIE|0013 ~TIEDOWN *J080110 74.20 -13.94 16.47 *B174 74.20 -25.00 13.20 11.53 TIE|0014 ~TIEDOWN *J080114 103.38 -13.94 16.47 *B203 103.38 -25.00 13.20 11.53 TIE|0015 ~TIEDOWN *J080118 130.54 -13.94 16.47 *B230 130.54 -25.00 13.20 11.53 TIE|0016 ~TIEDOWN *J080122 155.70 -13.94 16.47 *B256 155.70 -25.00 13.20 11.53 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Tesla Tow * * Tiedown Properties For Part J_STRUCT * * * *************************************************************************************************************** +++ R E S T R A I N T S U M M A R Y +++ ========================================= Process is TRANSPOR: Units Are Degrees, Meters, and M-Tons Unless Specified Coordinates Are In The Body System /----------- END A -------------/ /----------- END B -------------/ Element Class Node Coordinates Node Coordinates Name Name Name X Y Z Name X Y Z Length -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- $VLW|0DP ~$VLWAY *J080102 8.80 -13.00 16.75 *B109 8.80 -13.00 12.20 4.55 $VLW|0DQ ~$VLWAY *J080104 26.07 -13.00 16.75 *B126 26.07 -13.00 12.20 4.55 $VLW|0DR ~$VLWAY *J080105 34.54 -13.00 16.75 *$LWP003 34.54 -13.00 12.20 4.55 $VLW|0DS ~$VLWAY *J080106 43.01 -13.00 16.75 *B143 43.01 -13.00 12.20 4.55 $VLW|0DT ~$VLWAY *J080108 58.76 -13.00 16.75 *B159 58.76 -13.00 12.20 4.55 $VLW|0DU ~$VLWAY *J080110 74.20 -13.00 16.75 *B174 74.20 -13.00 12.20 4.55 $VLW|0DV ~$VLWAY *J080112 88.66 -13.00 16.75 *$LWP007 88.66 -13.00 12.20 4.55 $VLW|0DW ~$VLWAY *J080114 103.38 -13.00 16.75 *$LWP008 103.38 -13.00 12.20 4.55 $VLW|0DX ~$VLWAY *J080116 117.06 -13.00 16.75 *B217 117.06 -13.00 12.20 4.55 $VLW|0DY ~$VLWAY *J080118 130.54 -13.00 16.75 *$LWP010 130.54 -13.00 12.20 4.55 $VLW|0DZ ~$VLWAY *J080120 143.28 -13.00 16.75 *B243 143.28 -13.00 12.20 4.55 $VLW|0E0 ~$VLWAY *J080122 155.70 -13.00 16.75 *B256 155.70 -13.00 12.20 4.55 $VLW|0LH ~$VLWAY *J040102 8.80 13.00 16.75 *B109 8.80 13.00 12.20 4.55 $VLW|0LI ~$VLWAY *J040104 26.07 13.00 16.75 *B126 26.07 13.00 12.20 4.55 $VLW|0LJ ~$VLWAY *J040105 34.54 13.00 16.75 *$LWS003 34.54 13.00 12.20 4.55 $VLW|0LK ~$VLWAY *J040106 43.01 13.00 16.75 *B143 43.01 13.00 12.20 4.55 $VLW|0LL ~$VLWAY *J040108 58.76 13.00 16.75 *B159 58.76 13.00 12.20 4.55 $VLW|0LM ~$VLWAY *J040110 74.20 13.00 16.75 *B174 74.20 13.00 12.20 4.55 $VLW|0LN ~$VLWAY *J040112 88.66 13.00 16.75 *$LWS007 88.66 13.00 12.20 4.55 $VLW|0LO ~$VLWAY *J040114 103.38 13.00 16.75 *$LWS008 103.38 13.00 12.20 4.55 $VLW|0LP ~$VLWAY *J040116 117.06 13.00 16.75 *B217 117.06 13.00 12.20 4.55 $VLW|0LQ ~$VLWAY *J040118 130.54 13.00 16.75 *$LWS010 130.54 13.00 12.20 4.55 $VLW|0LR ~$VLWAY *J040120 143.28 13.00 16.75 *B243 143.28 13.00 12.20 4.55 $VLW|0LS ~$VLWAY *J040122 155.70 13.00 16.75 *B256 155.70 13.00 12.20 4.55 HOR|0001 ~HOR|X *BOWST 8.80 13.00 16.75 *J040102 8.80 13.00 16.75 0.00 HOR|0003 ~HOR|X *BOWPT 8.80 -13.00 16.75 *J080102 8.80 -13.00 16.75 0.00 HOR|0002 ~HOR|Y *BOWST 8.80 13.00 16.75 *J040102 8.80 13.00 16.75 0.00 HOR|0004 ~HOR|Y *B255 155.70 -13.00 16.75 *J080122 155.70 -13.00 16.75 0.00 TRE|0191 ~TRE *B100 0.00 0.00 6.02 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Tesla Tow * * Transportation Analysis on s44 * * * *************************************************************************************************************** +++ R I G H T I N G A R M R E S U L T S +++ =============================================== Process is TRANSPOR: Units Are Degrees, Meters, and M-Tons Unless Specified Moment Scaled By 58573.08, KG = 21.65, and Wind Speed = 100 Knots Initial: Roll = 0.34, Trim = 0.44 Deg. Arms About Axis Yawed 0.0 Deg From Vessel X /----- Condition -----/ /-- Min. Height --/ /--- Righting ---/ /--- Heeling ---/ Area Net Draft Roll Trim W Tight NW Tight Arm Area Arm Area Ratio Arm \ACONTENTS{Transportation Analysis on s44} 5.55 0.00 0.00 9999.00 9999.00 -0.00 0.00 1.14 0.00 0.00 -1.143 5.54 2.00 0.00 9999.00 9999.00 0.50 0.50 1.14 2.29 0.22 -0.643 5.54 4.00 0.00 9999.00 9999.00 1.00 2.00 1.14 4.57 0.44 -0.140 5.53 6.00 0.00 9999.00 9999.00 1.51 4.51 1.14 6.85 0.66 0.364 5.38 8.00 0.08 9999.00 9999.00 2.00 8.01 1.14 9.13 0.88 0.858 5.22 10.00 0.17 9999.00 9999.00 2.49 12.49 1.14 11.41 1.09 1.347 5.08 12.00 0.25 9999.00 9999.00 2.92 17.90 1.14 13.69 1.31 1.786 4.91 14.00 0.35 9999.00 9999.00 3.27 24.09 1.13 15.96 1.51 2.134 4.75 16.00 0.44 9999.00 9999.00 3.50 30.86 1.13 18.22 1.69 2.379 4.69 18.00 0.44 9999.00 9999.00 3.81 38.18 1.12 20.46 1.87 2.691 4.30 20.00 0.63 9999.00 9999.00 3.86 45.85 1.11 22.69 2.02 2.748 4.01 22.00 0.79 9999.00 9999.00 3.59 53.30 1.11 24.91 2.14 2.489 3.69 24.00 0.95 9999.00 9999.00 3.25 60.15 1.10 27.11 2.22 2.154 3.64 26.00 0.95 9999.00 9999.00 2.90 66.30 1.09 29.30 2.26 1.816 3.01 28.00 1.29 9999.00 9999.00 2.40 71.60 1.08 31.46 2.28 1.318 2.93 30.00 1.29 9999.00 9999.00 1.97 75.97 1.07 33.61 2.26 0.908 2.82 32.00 1.29 9999.00 9999.00 1.56 79.51 1.06 35.73 2.23 0.504 2.69 34.00 1.29 9999.00 9999.00 1.13 82.20 1.04 37.83 2.17 0.086 1.94 36.00 1.66 9999.00 9999.00 0.61 83.93 1.03 39.90 2.10 -0.424 2.19 38.00 1.42 9999.00 9999.00 0.13 84.67 1.01 41.95 2.02 -0.882 1.59 40.00 1.69 9999.00 9999.00 -0.40 84.41 1.00 43.96 1.92 -1.392 1.55 42.00 1.59 9999.00 9999.00 -0.81 83.20 0.98 45.93 1.81 -1.792 1.03 44.00 1.77 9999.00 9999.00 -1.21 81.17 0.96 47.87 1.70 -2.169 1.00 46.00 1.65 9999.00 9999.00 -1.62 78.34 0.94 49.76 1.57 -2.554 0.40 48.00 1.87 9999.00 9999.00 -2.08 74.65 0.91 51.62 1.45 -2.997 0.39 50.00 1.72 9999.00 9999.00 -2.45 70.11 0.89 53.42 1.31 -3.343 -0.14 52.00 1.85 9999.00 9999.00 -2.72 64.94 0.87 55.19 1.18 -3.594 -0.11 54.00 1.63 9999.00 9999.00 -2.96 59.25 0.84 56.90 1.04 -3.808 -0.63 56.00 1.75 9999.00 9999.00 -3.26 53.03 0.82 58.57 0.91 -4.076 -0.59 58.00 1.57 9999.00 9999.00 -3.69 46.08 0.80 60.19 0.77 -4.492 -1.25 60.00 1.81 9999.00 9999.00 -4.14 38.25 0.77 61.75 0.62 -4.906 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Tesla Tow * * Transportation Analysis on s44 * * * *************************************************************************************************************** +++ 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 TRAN|A: Units Are Degrees, Meters, and M-Tons Unless Specified Location and Net Force at Body Origin Body X Y Z RX RY RZ -------- --------- --------- --------- --------- --------- --------- S44 Location 0.02 0.07 -5.55 0.33 0.44 -0.00 N Force 0.01 0.04 -1.13 124 105 9 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Tesla Tow * * Transportation Analysis on s44 * * * *************************************************************************************************************** +++ B U O Y A N C Y A N D W E I G H T F O R S 4 4 +++ ============================================================= Process is TRAN|A: Units Are Degrees, Meters, and M-Tons Unless Specified Results Are Reported In Body System Draft = 5.55 Roll Angle = 0.33 Pitch Angle = 0.44 Wet Radii Of Gyration About CG K-X = 30.14 K-Y = 66.33 K-Z = 66.22 GMT = 14.24 GML = 413.82 /-- Center of Gravity ---/ Sounding % Full Name Weight ---X--- ---Y--- ---Z--- -------- -------- ---------------- Part C|J_STRU ------------ ---------------- Part J_STRUCT ------------ ELEMENTS 16919.98 89.78 0.19 40.51 LOAD_GRO 7696.20 104.89 -4.18 46.93 ---------------- Part LWAY ------------ ---------------- Part S44 ------------ LOAD_GRO 19695.60 100.90 -0.06 7.39 --- Contents --- 3CP 2536.24 40.02 -10.51 5.64 11.26 98.90 3CS 2536.23 40.02 10.49 5.64 11.29 98.90 7CP 2128.48 150.03 -10.51 4.73 9.45 83.00 7CS 2536.23 150.02 10.49 5.64 11.29 98.90 8CP 1754.40 167.30 -10.50 5.38 11.16 98.90 8CS 1754.39 167.30 10.50 5.38 11.19 98.90 9WS 1015.30 182.01 20.53 3.88 8.77 98.90 ---------------- Part T|J_STRU ------------ ======== ======== ======= ======= ======= Total 58573.08 102.23 -0.08 21.65 Buoyancy 58571.95 102.38 -0.19 3.18 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Tesla Tow * * Transportation Analysis on s44 * * * *************************************************************************************************************** +++ F O R C E S A C T I N G O N S 4 4 +++ =============================================== Process is TRAN|A: Units Are Degrees, Meters, and M-Tons Unless Specified Results Are Reported In Body System Type of Force X Y Z MX MY MZ ------------------ --------- --------- --------- --------- --------- --------- Weight 343.02 -254.17 -44309.75 36875 4322514 -24508 Contents 110.40 -81.76 -14260.62 -24628 1675177 -9790 Buoyancy -453.40 335.96 58569.23 -12121 -5997584 34309 Inertia 0.00 0.50 0.93 -122 -85 50 Contents Inertia -0.01 -0.54 0.21 0 -18 -58 ======= ======= ======= ======= ======= ======= 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 * * Tesla Tow * * Transportation Analysis on s44 * * * *************************************************************************************************************** +++ C O M P A R T M E N T P R O P E R T I E S +++ =================================================== Results Are Reported In Body System Process is TRAN|A: Units Are Degrees, Meters, and M-Tons Unless Specified Fill Specific /--- Ballast ---/ /------ % Full --------/ Sounding Name Type Gravity Maximum Current Max. Min. Curr. -------- 1CP CORRECT 1.0247 1208.5 0.0 0.00 0.00 0.00 0.000 1CS CORRECT 1.0247 1208.5 0.0 0.00 0.00 0.00 0.000 1WP CORRECT 1.0247 784.4 0.0 0.00 0.00 0.00 0.000 1WS CORRECT 1.0247 784.4 0.0 0.00 0.00 0.00 0.000 2CP CORRECT 1.0247 1923.3 0.0 0.00 0.00 0.00 0.000 2CS CORRECT 1.0247 1923.3 0.0 0.00 0.00 0.00 0.000 2WP CORRECT 1.0247 1509.3 0.0 0.00 0.00 0.00 0.000 2WS CORRECT 1.0247 1509.3 0.0 0.00 0.00 0.00 0.000 3CP CORRECT 1.0247 2564.4 2536.2 98.90 0.00 98.90 11.261 3CS CORRECT 1.0247 2564.4 2536.2 98.90 0.00 98.90 11.289 3WP CORRECT 1.0247 2022.7 0.0 0.00 0.00 0.00 0.000 3WS CORRECT 1.0247 2022.7 0.0 0.00 0.00 0.00 0.000 4CP CORRECT 1.0247 3846.7 0.0 0.00 0.00 0.00 0.000 4CS CORRECT 1.0247 3846.7 0.0 0.00 0.00 0.00 0.000 4WP CORRECT 1.0247 3034.1 0.0 0.00 0.00 0.00 0.000 4WS CORRECT 1.0247 3034.1 0.0 0.00 0.00 0.00 0.000 5CP CORRECT 1.0247 3846.7 0.0 0.00 0.00 0.00 0.000 5CS CORRECT 1.0247 3846.7 0.0 0.00 0.00 0.00 0.000 5WP CORRECT 1.0247 3034.1 0.0 0.00 0.00 0.00 0.000 5WS CORRECT 1.0247 3034.1 0.0 0.00 0.00 0.00 0.000 6CP CORRECT 1.0247 3846.7 0.0 0.00 0.00 0.00 0.000 6CS CORRECT 1.0247 3846.7 0.0 0.00 0.00 0.00 0.000 6WP CORRECT 1.0247 3034.1 0.0 0.00 0.00 0.00 0.000 6WS CORRECT 1.0247 3034.1 0.0 0.00 0.00 0.00 0.000 7CP CORRECT 1.0247 2564.4 2128.5 83.00 0.00 83.00 9.448 7CS CORRECT 1.0247 2564.4 2536.2 98.90 0.00 98.90 11.289 7WP CORRECT 1.0247 2022.7 0.0 0.00 0.00 0.00 0.000 7WS CORRECT 1.0247 2022.7 0.0 0.00 0.00 0.00 0.000 8CP CORRECT 1.0247 1773.9 1754.4 98.90 0.00 98.90 11.161 8CS CORRECT 1.0247 1773.9 1754.4 98.90 0.00 98.90 11.189 8WP CORRECT 1.0247 1435.8 0.0 0.00 0.00 0.00 0.000 8WS CORRECT 1.0247 1435.8 0.0 0.00 0.00 0.00 0.000 9CP CORRECT 1.0247 1289.7 0.0 0.00 0.00 0.00 0.000 9CS CORRECT 1.0247 1289.7 0.0 0.00 0.00 0.00 0.000 9WP CORRECT 1.0247 1026.6 0.0 0.00 0.00 0.00 0.000 9WS CORRECT 1.0247 1026.6 1015.3 98.90 0.00 98.90 8.774 C1 CORRECT 1.0247 910.6 0.0 0.00 0.00 0.00 0.000 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Tesla Tow * * Transportation Analysis on s44 * * * *************************************************************************************************************** +++ C A T E G O R Y S T A T U S F O R P A R T S 4 4 +++ =============================================================== Process is TRAN|A: Units Are Degrees, Meters, and M-Tons Unless Specified Results Are Reported In The Part System Weight Buoyancy /--- Center of Gravity --/ Category Factor Factor Weight X Y Z Buoyancy --------- --------- --------- -------- --------- --------- --------- --------- BALL1 1.000 1.000 73.30 9.29 -0.01 0.15 0.00 BALL2 1.000 1.000 104.60 22.52 0.00 0.10 0.00 BALL3 1.000 1.000 77.80 40.00 0.00 0.09 0.00 BALL4 1.000 1.000 209.00 65.00 -0.00 0.09 0.00 BALL5 1.000 1.000 209.00 95.00 -0.00 0.09 0.00 BALL6 1.000 1.000 209.00 125.00 0.00 0.09 0.00 BALL7 1.000 1.000 77.80 150.00 0.02 0.09 0.00 BALL8 1.000 1.000 53.00 167.22 0.00 0.08 0.00 BALL9 1.000 1.000 80.10 182.00 -3.94 0.07 0.00 L_SHIP 1.000 1.000 17353.00 101.87 -0.05 7.43 0.00 SEAFAST 1.000 1.000 1249.00 95.00 0.00 13.18 0.00 ======== ========= ========= ========= ========= TOTAL 19695.60 100.90 -0.06 7.39 0.00 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Tesla Tow * * Transportation Analysis on s44 * * * *************************************************************************************************************** +++ D R A F T M A R K R E A D I N G S +++ ============================================= Process is TRAN|A: Units Are Degrees, Meters, and M-Tons Unless Specified Name Draft Name Draft Name Draft Name Draft Name Draft Name Draft -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- P_AFT 7.16 P_BOW 5.69 P_MID 6.42 S_AFT 6.87 S_BOW 5.40 S_MID 6.14 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Tesla Tow * * Transportation Analysis on s44 * * * *************************************************************************************************************** +++ C O M P A R T M E N T P R O P E R T I E S +++ =================================================== Results Are Reported In Body System Process is TRAN|A: Units Are Degrees, Meters, and M-Tons Unless Specified Fill Specific /--- Ballast ---/ /------ % Full --------/ Sounding Name Type Gravity Maximum Current Max. Min. Curr. -------- 1CP CORRECT 1.0247 1208.5 0.0 0.00 0.00 0.00 0.000 1CS CORRECT 1.0247 1208.5 0.0 0.00 0.00 0.00 0.000 1WP CORRECT 1.0247 784.4 0.0 0.00 0.00 0.00 0.000 1WS CORRECT 1.0247 784.4 0.0 0.00 0.00 0.00 0.000 2CP CORRECT 1.0247 1923.3 0.0 0.00 0.00 0.00 0.000 2CS CORRECT 1.0247 1923.3 0.0 0.00 0.00 0.00 0.000 2WP CORRECT 1.0247 1509.3 0.0 0.00 0.00 0.00 0.000 2WS CORRECT 1.0247 1509.3 0.0 0.00 0.00 0.00 0.000 3CP CORRECT 1.0247 2564.4 2536.2 98.90 0.00 98.90 11.261 3CS CORRECT 1.0247 2564.4 2536.2 98.90 0.00 98.90 11.289 3WP CORRECT 1.0247 2022.7 0.0 0.00 0.00 0.00 0.000 3WS CORRECT 1.0247 2022.7 0.0 0.00 0.00 0.00 0.000 4CP CORRECT 1.0247 3846.7 0.0 0.00 0.00 0.00 0.000 4CS CORRECT 1.0247 3846.7 0.0 0.00 0.00 0.00 0.000 4WP CORRECT 1.0247 3034.1 0.0 0.00 0.00 0.00 0.000 4WS CORRECT 1.0247 3034.1 0.0 0.00 0.00 0.00 0.000 5CP CORRECT 1.0247 3846.7 0.0 0.00 0.00 0.00 0.000 5CS CORRECT 1.0247 3846.7 0.0 0.00 0.00 0.00 0.000 5WP CORRECT 1.0247 3034.1 0.0 0.00 0.00 0.00 0.000 5WS CORRECT 1.0247 3034.1 0.0 0.00 0.00 0.00 0.000 6CP CORRECT 1.0247 3846.7 0.0 0.00 0.00 0.00 0.000 6CS CORRECT 1.0247 3846.7 0.0 0.00 0.00 0.00 0.000 6WP CORRECT 1.0247 3034.1 0.0 0.00 0.00 0.00 0.000 6WS CORRECT 1.0247 3034.1 0.0 0.00 0.00 0.00 0.000 7CP CORRECT 1.0247 2564.4 2128.5 83.00 0.00 83.00 9.448 7CS CORRECT 1.0247 2564.4 2536.2 98.90 0.00 98.90 11.289 7WP CORRECT 1.0247 2022.7 0.0 0.00 0.00 0.00 0.000 7WS CORRECT 1.0247 2022.7 0.0 0.00 0.00 0.00 0.000 8CP CORRECT 1.0247 1773.9 1754.4 98.90 0.00 98.90 11.161 8CS CORRECT 1.0247 1773.9 1754.4 98.90 0.00 98.90 11.189 8WP CORRECT 1.0247 1435.8 0.0 0.00 0.00 0.00 0.000 8WS CORRECT 1.0247 1435.8 0.0 0.00 0.00 0.00 0.000 9CP CORRECT 1.0247 1289.7 0.0 0.00 0.00 0.00 0.000 9CS CORRECT 1.0247 1289.7 0.0 0.00 0.00 0.00 0.000 9WP CORRECT 1.0247 1026.6 0.0 0.00 0.00 0.00 0.000 9WS CORRECT 1.0247 1026.6 1015.3 98.90 0.00 98.90 8.774 C1 CORRECT 1.0247 910.6 0.0 0.00 0.00 0.00 0.000 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Tesla Tow * * RAOs at Vessel CG * * Draft = 5.5 Meters Trim Angle = 0.44 Deg. GMT = 14.2 Meters * * Roll Gy. Radius = 30.1 Meters Pitch Gy. Radius = 66.3 Meters Yaw Gy. Radius = 66.2 Meters * * Heading = 90.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 20 * * * *************************************************************************************************************** +++ M O T I O N R E S P O N S E O P E R A T O R S +++ ========================================================= Results are in Body System Of Point On Body S44 At X = 102.2 Y = -0.1 Z = 21.6 Process is TRAN|A: Units Are Degrees, Meters, and M-Tons Unless Specified E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase \ACONTENTS{RAOs at Vessel CG} 0.3142 20.00 0.005 177 0.868 90 0.934 1 1.744 64 0.050 161 0.058 -117 0.4189 15.00 0.006 176 0.804 93 0.950 2 1.081 -79 0.064 150 0.050 101 0.4833 13.00 0.007 172 0.730 95 0.970 2 0.538 -82 0.080 139 0.028 101 0.5712 11.00 0.008 160 0.625 100 1.009 -1 0.262 -77 0.115 112 0.015 110 0.5984 10.50 0.008 155 0.593 102 1.015 -4 0.210 -74 0.127 100 0.013 115 0.6283 10.00 0.008 149 0.558 105 1.010 -8 0.164 -71 0.137 85 0.010 122 0.6614 9.50 0.008 142 0.520 109 0.982 -13 0.122 -66 0.140 66 0.009 131 0.6981 9.00 0.007 135 0.481 114 0.913 -20 0.084 -61 0.131 46 0.007 141 0.7392 8.50 0.006 126 0.439 119 0.790 -27 0.050 -55 0.109 25 0.006 149 0.7854 8.00 0.005 118 0.397 127 0.625 -32 0.019 -48 0.082 9 0.004 159 0.8378 7.50 0.003 110 0.353 136 0.455 -34 0.009 139 0.057 -1 0.002 177 0.8976 7.00 0.002 100 0.309 148 0.312 -30 0.031 151 0.037 -5 0.001 -131 0.9666 6.50 0.001 75 0.265 164 0.205 -20 0.049 166 0.024 0 0.001 -45 1.0472 6.00 0.001 12 0.222 -175 0.129 -3 0.060 -173 0.016 11 0.002 -6 1.1424 5.50 0.001 -12 0.180 -147 0.077 22 0.066 -146 0.010 33 0.003 26 1.2566 5.00 0.002 -12 0.140 -110 0.043 58 0.066 -110 0.006 70 0.004 65 1.5708 4.00 0.002 1 0.072 10 0.012 -176 0.056 11 0.003 -172 0.004 -166 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Tesla Tow * * RAOs at Vessel CG * * Draft = 5.5 Meters Trim Angle = 0.44 Deg. GMT = 14.2 Meters * * Roll Gy. Radius = 30.1 Meters Pitch Gy. Radius = 66.3 Meters Yaw Gy. Radius = 66.2 Meters * * Heading = 135.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 20 * * * *************************************************************************************************************** +++ M O T I O N R E S P O N S E O P E R A T O R S +++ ========================================================= Results are in Body System Of Point On Body S44 At X = 102.2 Y = -0.1 Z = 21.6 Process is TRAN|A: Units Are Degrees, Meters, and M-Tons Unless Specified E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase 0.3142 20.00 0.573 -132 0.577 48 0.881 -42 1.269 30 0.368 60 0.164 -55 0.4189 15.00 0.473 -166 0.468 17 0.767 -76 0.678 -155 0.638 25 0.255 -66 0.4833 13.00 0.379 168 0.361 -5 0.641 -104 0.293 178 0.815 -2 0.287 -94 0.5712 11.00 0.220 126 0.201 -43 0.380 -156 0.102 134 0.963 -52 0.283 -132 0.5984 10.50 0.168 111 0.152 -57 0.281 -177 0.072 115 0.945 -71 0.269 -144 0.6283 10.00 0.113 93 0.101 -74 0.172 155 0.049 90 0.870 -94 0.247 -158 0.6614 9.50 0.056 66 0.051 -101 0.071 107 0.036 57 0.725 -119 0.216 -174 0.6981 9.00 0.018 -43 0.019 162 0.059 -9 0.032 22 0.526 -147 0.174 165 0.7392 8.50 0.061 -125 0.049 80 0.107 -64 0.032 -6 0.316 -176 0.121 142 0.7854 8.00 0.100 -162 0.077 44 0.125 -100 0.031 -29 0.135 152 0.060 111 0.8378 7.50 0.112 157 0.082 8 0.110 -135 0.028 -51 0.012 55 0.011 -20 0.8976 7.00 0.086 109 0.059 -35 0.072 -174 0.018 -82 0.071 -81 0.053 -118 0.9666 6.50 0.025 32 0.015 -111 0.022 129 0.003 94 0.084 -127 0.064 -170 1.0472 6.00 0.046 -178 0.029 58 0.022 -82 0.024 10 0.043 174 0.031 128 1.1424 5.50 0.045 80 0.026 -22 0.027 -169 0.023 -67 0.011 -74 0.011 -121 1.2566 5.00 0.025 164 0.001 44 0.005 64 0.004 37 0.014 -169 0.010 150 1.5708 4.00 0.004 -163 0.018 -154 0.003 86 0.010 176 0.006 -4 0.013 -58 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Tesla Tow * * RAOs at Vessel CG * * Draft = 5.5 Meters Trim Angle = 0.44 Deg. GMT = 14.2 Meters * * Roll Gy. Radius = 30.1 Meters Pitch Gy. Radius = 66.3 Meters Yaw Gy. Radius = 66.2 Meters * * Heading = 180.00 Deg. Forward Speed = 0.00 Knots Linearization Based on 1/ 20 * * * *************************************************************************************************************** +++ M O T I O N R E S P O N S E O P E R A T O R S +++ ========================================================= Results are in Body System Of Point On Body S44 At X = 102.2 Y = -0.1 Z = 21.6 Process is TRAN|A: Units Are Degrees, Meters, and M-Tons Unless Specified E N C O U N T E R Surge / Sway / Heave / Roll / Pitch / Yaw / -------------------- Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Wave Ampl. Frequency Period /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ /--------------/ -(Rad/Sec)- -(Sec)- Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase Ampl. Phase 0.3142 20.00 0.755 -150 0.004 -72 0.832 -60 0.070 28 0.496 41 0.005 -140 0.4189 15.00 0.522 162 0.003 -110 0.613 -111 0.033 -179 0.794 -7 0.005 173 0.4833 13.00 0.320 124 0.002 -157 0.399 -155 0.011 151 0.907 -46 0.007 134 0.5712 11.00 0.044 32 0.001 82 0.106 80 0.000 0 0.787 -115 0.007 67 0.5984 10.50 0.049 -90 0.001 11 0.117 6 0.001 -113 0.657 -140 0.006 43 0.6283 10.00 0.107 -133 0.001 -43 0.168 -46 0.002 -127 0.472 -171 0.005 14 0.6614 9.50 0.152 -164 0.001 -88 0.200 -87 0.002 -139 0.254 151 0.003 -17 0.6981 9.00 0.170 162 0.001 -129 0.189 -127 0.002 -140 0.061 85 0.001 -51 0.7392 8.50 0.149 124 0.001 -172 0.137 -167 0.002 -138 0.095 -70 0.001 92 0.7854 8.00 0.084 76 0.000 0 0.066 150 0.002 -147 0.142 -119 0.001 58 0.8378 7.50 0.019 -91 0.000 0 0.007 16 0.001 -163 0.120 -164 0.001 21 0.8976 7.00 0.085 158 0.000 0 0.050 -108 0.001 -169 0.050 141 0.001 -25 0.9666 6.50 0.066 72 0.000 0 0.058 178 0.001 -149 0.032 -84 0.000 0 1.0472 6.00 0.034 179 0.000 0 0.013 59 0.001 172 0.055 -177 0.001 4 1.1424 5.50 0.035 30 0.000 0 0.024 152 0.000 0 0.010 -54 0.000 0 1.2566 5.00 0.037 57 0.000 0 0.009 36 0.000 0 0.031 -45 0.000 0 1.5708 4.00 0.009 94 0.000 0 0.043 -105 0.001 -65 0.043 -38 0.000 0 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Tesla Tow * * Gs @ CG of J_STRUCT * * Draft = 5.5 Meters Trim Angle = 0.44 Deg. GMT = 14.2 Meters * * Roll Gy. Radius = 30.1 Meters Pitch Gy. Radius = 66.3 Meters Yaw Gy. Radius = 66.2 Meters * * ISSC Height = 7.10 Meters Mean Period = 7.5 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C A R G O G F O R C E S T A T I S T I C S +++ ======================================================= Results are in Body System Of *J_STRUC On Body S44 At X = 94.5 Y = -1.2 Z = 42.5 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Meters, and M-Tons Unless Specified \ACONTENTS{Gs @ CG of J\_STRUCT} Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.006 0.046 0.060 0.1249 0.0770 0.0073 Ave of 1/3 Highest 0.012 0.093 0.120 0.2497 0.1540 0.0146 Ave of 1/10 Highest 0.015 0.118 0.153 0.3184 0.1963 0.0186 Maximum 0.022 0.172 0.223 0.4645 0.2863 0.0272 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Tesla Tow * * Gs @ CG of J_STRUCT * * Draft = 5.5 Meters Trim Angle = 0.44 Deg. GMT = 14.2 Meters * * Roll Gy. Radius = 30.1 Meters Pitch Gy. Radius = 66.3 Meters Yaw Gy. Radius = 66.2 Meters * * ISSC Height = 7.10 Meters Mean Period = 8.5 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C A R G O G F O R C E S T A T I S T I C S +++ ======================================================= Results are in Body System Of *J_STRUC On Body S44 At X = 94.5 Y = -1.2 Z = 42.5 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Meters, and M-Tons Unless Specified Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.006 0.050 0.058 0.1574 0.0734 0.0085 Ave of 1/3 Highest 0.012 0.099 0.117 0.3148 0.1468 0.0170 Ave of 1/10 Highest 0.015 0.126 0.149 0.4014 0.1871 0.0217 Maximum 0.022 0.184 0.218 0.5855 0.2730 0.0317 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Tesla Tow * * Gs @ CG of J_STRUCT * * Draft = 5.5 Meters Trim Angle = 0.44 Deg. GMT = 14.2 Meters * * Roll Gy. Radius = 30.1 Meters Pitch Gy. Radius = 66.3 Meters Yaw Gy. Radius = 66.2 Meters * * ISSC Height = 7.10 Meters Mean Period = 7.5 Sec. M. Heading = 135.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C A R G O G F O R C E S T A T I S T I C S +++ ======================================================= Results are in Body System Of *J_STRUC On Body S44 At X = 94.5 Y = -1.2 Z = 42.5 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Meters, and M-Tons Unless Specified Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.027 0.013 0.014 0.0551 0.3747 0.1207 Ave of 1/3 Highest 0.054 0.025 0.028 0.1103 0.7495 0.2414 Ave of 1/10 Highest 0.069 0.032 0.035 0.1406 0.9556 0.3078 Maximum 0.100 0.047 0.051 0.2051 1.3940 0.4490 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Tesla Tow * * Gs @ CG of J_STRUCT * * Draft = 5.5 Meters Trim Angle = 0.44 Deg. GMT = 14.2 Meters * * Roll Gy. Radius = 30.1 Meters Pitch Gy. Radius = 66.3 Meters Yaw Gy. Radius = 66.2 Meters * * ISSC Height = 7.10 Meters Mean Period = 8.5 Sec. M. Heading = 135.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C A R G O G F O R C E S T A T I S T I C S +++ ======================================================= Results are in Body System Of *J_STRUC On Body S44 At X = 94.5 Y = -1.2 Z = 42.5 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Meters, and M-Tons Unless Specified Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.028 0.018 0.017 0.0816 0.3976 0.1262 Ave of 1/3 Highest 0.056 0.037 0.034 0.1633 0.7953 0.2525 Ave of 1/10 Highest 0.071 0.047 0.043 0.2082 1.0140 0.3219 Maximum 0.104 0.068 0.062 0.3037 1.4792 0.4696 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Tesla Tow * * Gs @ CG of J_STRUCT * * Draft = 5.5 Meters Trim Angle = 0.44 Deg. GMT = 14.2 Meters * * Roll Gy. Radius = 30.1 Meters Pitch Gy. Radius = 66.3 Meters Yaw Gy. Radius = 66.2 Meters * * ISSC Height = 7.10 Meters Mean Period = 7.5 Sec. M. Heading = 180.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C A R G O G F O R C E S T A T I S T I C S +++ ======================================================= Results are in Body System Of *J_STRUC On Body S44 At X = 94.5 Y = -1.2 Z = 42.5 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Meters, and M-Tons Unless Specified Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.022 0.000 0.011 0.0022 0.2417 0.0022 Ave of 1/3 Highest 0.045 0.000 0.021 0.0044 0.4833 0.0043 Ave of 1/10 Highest 0.057 0.001 0.027 0.0056 0.6162 0.0055 Maximum 0.083 0.001 0.039 0.0082 0.8990 0.0080 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Tesla Tow * * Gs @ CG of J_STRUCT * * Draft = 5.5 Meters Trim Angle = 0.44 Deg. GMT = 14.2 Meters * * Roll Gy. Radius = 30.1 Meters Pitch Gy. Radius = 66.3 Meters Yaw Gy. Radius = 66.2 Meters * * ISSC Height = 7.10 Meters Mean Period = 8.5 Sec. M. Heading = 180.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C A R G O G F O R C E S T A T I S T I C S +++ ======================================================= Results are in Body System Of *J_STRUC On Body S44 At X = 94.5 Y = -1.2 Z = 42.5 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Meters, and M-Tons Unless Specified Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.025 0.000 0.012 0.0035 0.2822 0.0024 Ave of 1/3 Highest 0.050 0.001 0.023 0.0070 0.5643 0.0049 Ave of 1/10 Highest 0.064 0.001 0.030 0.0089 0.7195 0.0062 Maximum 0.093 0.002 0.043 0.0130 1.0496 0.0091 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Tesla Tow * * Structural Post Processing Tiedowns * * * *************************************************************************************************************** +++ 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 Tiedowns} A090AT01 1.33 A090AT02 1.33 A090AT03 1.33 A090AT04 1.33 A090AT05 1.33 A090AT06 1.33 A090AT07 1.33 A090AT08 1.33 A090AT09 1.33 A135AT01 1.33 A135AT02 1.33 A135AT03 1.33 A135AT04 1.33 A135AT05 1.33 A135AT06 1.33 A135AT07 1.33 A135AT08 1.33 A135AT09 1.33 A135AT10 1.33 A135AT11 1.33 A180AT01 1.33 A180AT02 1.33 A180AT03 1.33 A180AT04 1.33 A180AT05 1.33 A180AT06 1.33 A180AT07 1.33 A180AT08 1.33 A180AT09 1.33 A180AT10 1.33 A180AT11 1.33 B090AT01 1.33 B090AT02 1.33 B090AT03 1.33 B090AT04 1.33 B090AT05 1.33 B090AT06 1.33 B090AT07 1.33 B090AT08 1.33 B090AT09 1.33 B135AT01 1.33 B135AT02 1.33 B135AT03 1.33 B135AT04 1.33 B135AT05 1.33 B135AT06 1.33 B135AT07 1.33 B135AT08 1.33 B135AT09 1.33 B180AT01 1.33 B180AT02 1.33 B180AT03 1.33 B180AT04 1.33 B180AT05 1.33 B180AT06 1.33 B180AT07 1.33 B180AT08 1.33 B180AT09 1.33 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Tesla Tow * * Structural Post Processing Tiedowns * * * *************************************************************************************************************** +++ B E A M E N V E L O P E +++ ================================= Units Are MPA, Degrees, Meters, and M-Tons Unless Specified Axial /----- Shear -----/ /---- Moments ----/ Pressure Element /-- Node Names -/ Class Load Y Z Torque Y Z -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- --------- TIE|0001 *J040110 *B179 ~TIEDOWN 798.22 21.72 -0.26 1.30 1.90 54.27 0.0000 -976.20 -14.22 -0.55 -6.23 -0.83 -54.31 0.0000 TIE|0002 *J040114 *B208 ~TIEDOWN 992.15 26.76 -0.30 2.68 1.79 66.50 0.0000 -657.26 -9.52 -0.57 -4.76 -1.05 -67.28 0.0000 TIE|0003 *J080110 *B179 ~TIEDOWN 1041.72 4.46 -0.22 -0.30 2.05 53.26 0.0000 -1207.98 -21.25 -0.57 -9.90 -0.91 -53.00 0.0000 TIE|0004 *J080114 *B208 ~TIEDOWN 1187.99 6.93 -0.26 0.73 1.88 52.05 0.0000 -971.61 -20.75 -0.55 -8.17 -0.87 -51.69 0.0000 TIE|0005 *J040102 *BOWST ~TIEDOWN 734.87 1.65 1.58 -0.09 7.90 9.37 0.0000 -410.64 -1.29 -0.96 -0.38 -12.09 -9.45 0.0000 TIE|0006 *J040106 *B143 ~TIEDOWN 986.91 1.65 1.52 0.13 5.81 9.50 0.0000 -340.70 -1.12 -0.39 0.04 -11.54 -9.28 0.0000 TIE|0007 *J040110 *B174 ~TIEDOWN 692.41 1.10 0.10 0.16 12.71 6.37 0.0000 -459.02 -0.83 -1.60 0.04 -5.69 -6.30 0.0000 TIE|0008 *J040114 *B203 ~TIEDOWN 865.91 0.74 0.68 0.16 8.22 6.59 0.0000 -305.46 -1.15 -0.96 0.10 -5.43 -6.69 0.0000 TIE|0009 *J040118 *B230 ~TIEDOWN 680.21 0.43 -0.59 0.15 8.32 9.63 0.0000 -561.79 -1.64 -1.21 -0.03 -5.66 -9.32 0.0000 TIE|0010 *J040122 *B256 ~TIEDOWN 1466.95 -0.48 -0.90 -1.16 11.97 14.20 0.0000 -503.90 -2.53 -1.37 -1.72 -5.18 -15.26 0.0000 TIE|0011 *J080102 *BOWPT ~TIEDOWN 751.96 1.71 4.81 0.27 19.47 12.62 0.0000 -216.61 -2.27 2.30 -0.16 -35.36 -13.30 0.0000 TIE|0012 *J080106 *B143 ~TIEDOWN 795.61 1.60 3.79 -0.10 15.19 11.41 0.0000 -296.85 -2.03 1.49 -0.20 -28.00 -11.76 0.0000 TIE|0013 *J080110 *B174 ~TIEDOWN 679.44 1.20 3.28 -0.02 13.35 8.11 0.0000 -142.05 -1.42 0.58 -0.23 -24.51 -8.31 0.0000 TIE|0014 *J080114 *B203 ~TIEDOWN 664.78 1.35 2.63 -0.09 10.54 7.81 0.0000 -223.83 -1.16 0.23 -0.17 -19.75 -7.77 0.0000 TIE|0015 *J080118 *B230 ~TIEDOWN 806.45 1.89 3.29 0.01 13.42 10.95 0.0000 -125.67 -1.14 0.75 -0.18 -24.55 -10.89 0.0000 TIE|0016 *J080122 *B256 ~TIEDOWN 1314.17 3.10 2.64 1.53 10.39 18.85 0.0000 -431.37 0.08 1.02 1.06 -20.06 -16.88 0.0000 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Tesla Tow * * Structural Post Processing Tiedowns * * * *************************************************************************************************************** +++ W S B E A M C H E C K S T A N D A R D +++ =================================================== Units Are MPA, Degrees, Meters, and M-Tons Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 0 /- KL/R --/ /--- Stresses/Allowable (MPa) /Forces ---/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- TIE|0001 *J040110 *B179 ~TIEDOWN A135AT09 29.2 29.2 100.00 -252.18 -1.32 15.89 -2.71 -2.71 1.44 Eq. 3.3.1-2 0.991 0.991 183.23 247.42 247.42 131.96 131.96 -976.2 -0.6 -7.1 2.8 -0.3 TIE|0002 *J040114 *B208 ~TIEDOWN B180AT06 29.2 29.2 100.00 256.31 -1.49 51.50 4.68 -1.27 1.50 Eq. 3.3.1-2 1.000 1.000 197.94 247.42 247.42 131.96 131.96 992.2 -0.7 -22.9 9.1 -0.4 TIE|0003 *J080110 *B179 ~TIEDOWN B135AT04 29.2 29.2 0.01 -312.06 1.52 56.22 -5.13 -3.79 1.94 Eq. 3.3.1-2 0.947 0.947 183.23 247.42 247.42 131.96 131.96 -1208.0 0.7 -25.1 -9.9 -0.2 TIE|0004 *J080114 *B208 ~TIEDOWN B135AT04 29.2 29.2 0.01 -250.92 2.87 62.99 -5.76 -2.60 1.63 Eq. 3.3.1-2 0.992 0.992 183.23 247.42 247.42 131.96 131.96 -971.3 1.3 -28.1 -11.2 -0.4 TIE|0005 *J040102 *BOWST ~TIEDOWN A090AT05 66.7 66.7 0.00 189.84 16.54 -10.42 0.47 -0.51 1.04 Eq. 3.3.1-2 1.000 1.000 197.94 247.42 247.42 131.96 131.96 734.9 7.4 4.6 0.7 -0.9 TIE|0006 *J040106 *B143 ~TIEDOWN A090AT05 66.7 66.7 0.00 254.95 8.68 -7.93 0.32 -0.19 1.34 Eq. 3.3.1-2 1.000 1.000 197.94 247.42 247.42 131.96 131.96 986.9 3.9 3.5 0.6 -0.4 TIE|0007 *J040110 *B174 ~TIEDOWN A090AT05 67.4 67.4 0.00 178.87 27.38 -4.58 0.18 -0.79 1.02 Eq. 3.3.1-2 1.000 1.000 197.94 247.42 247.42 131.96 131.96 692.4 12.2 2.0 0.4 -1.5 TIE|0008 *J040114 *B203 ~TIEDOWN A090AT05 67.4 67.4 0.00 223.69 17.96 -1.17 0.16 -0.48 1.20 Eq. 3.3.1-2 1.000 1.000 197.94 247.42 247.42 131.96 131.96 865.9 8.0 0.5 0.1 -0.9 TIE|0009 *J040118 *B230 ~TIEDOWN A090AT06 67.4 67.4 0.00 -145.13 18.67 16.19 -0.64 -0.63 1.11 Eq. 3.3.1-2 0.609 0.609 152.99 247.42 247.42 131.96 131.96 -561.8 8.3 -7.2 -1.2 -1.2 TIE|0010 *J040122 *B256 ~TIEDOWN A090AT05 67.4 67.4 0.00 378.96 24.85 6.43 -1.42 -1.42 2.02 Eq. 3.3.1-2 1.000 1.000 197.94 247.42 247.42 131.96 131.96 1466.9 11.1 -2.9 -0.5 -1.2 TIE|0011 *J080102 *BOWPT ~TIEDOWN A090AT06 66.7 66.7 0.00 194.26 -43.87 17.92 -0.65 1.45 1.17 Eq. 3.3.1-2 1.000 1.000 197.94 247.42 247.42 131.96 131.96 752.0 -19.5 -8.0 -1.3 2.8 TIE|0012 *J080106 *B143 ~TIEDOWN A090AT06 66.7 66.7 0.00 205.53 -28.57 9.11 -0.37 0.97 1.16 Eq. 3.3.1-2 1.000 1.000 197.94 247.42 247.42 131.96 131.96 795.6 -12.7 -4.1 -0.7 1.9 TIE|0013 *J080110 *B174 ~TIEDOWN A090AT06 67.4 67.4 0.00 175.52 -12.22 6.22 -0.25 0.44 0.94 Eq. 3.3.1-2 1.000 1.000 197.94 247.42 247.42 131.96 131.96 679.4 -5.4 -2.8 -0.5 0.9 TIE|0014 *J080114 *B203 ~TIEDOWN A090AT06 67.4 67.4 100.00 171.73 5.93 -2.81 -0.16 0.22 0.89 Eq. 3.3.1-2 1.000 1.000 197.94 247.42 247.42 131.96 131.96 664.8 2.6 1.3 -0.2 0.4 TIE|0015 *J080118 *B230 ~TIEDOWN A090AT06 67.4 67.4 0.00 208.33 -14.82 3.09 -0.08 0.53 1.11 Eq. 3.3.1-2 1.000 1.000 197.94 247.42 247.42 131.96 131.96 806.4 -6.6 -1.4 -0.2 1.0 TIE|0016 *J080122 *B256 ~TIEDOWN A090AT06 67.4 67.4 0.00 339.49 -18.12 -15.00 1.71 1.71 1.81 Eq. 3.3.1-2 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Tesla Tow * * Structural Post Processing Tiedowns * * * *************************************************************************************************************** +++ W S B E A M C H E C K S T A N D A R D +++ =================================================== Units Are MPA, Degrees, Meters, and M-Tons Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 0 /- KL/R --/ /--- Stresses/Allowable (MPa) /Forces ---/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- TIE|0016 *J080122 *B256 ~TIEDOWN A090AT06 1.000 1.000 197.94 247.42 247.42 131.96 131.96 1314.2 -8.1 6.7 1.1 1.3 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Tesla Tow * * Structural Post Processing Tiedowns * * * *************************************************************************************************************** +++ D I M E N S I O N S O F R E S I Z E D C L A S S E S +++ ================================================================= New / Old in mm Class Property Name No Type A B C D E F G H TS Space -------- -- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- ~TIEDOWN 1 P43|0.87 1092. 22. TUBE 508. 25. \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Tesla Tow * * Structural Post Processing Standard Elements * * * *************************************************************************************************************** +++ R E S T R A I N T L O A D D E T A I L +++ ================================================= Units Are MPA, Degrees, Meters, and M-Tons Unless Specified /---------- Force ----------/ /---------- Moment ---------/ Element /-- Node Names -/ Class Case X Y Z X Y Z -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- \ACONTENTS{Structural Post Processing Standard Elements} $VLW|0DP *J080102 *B109 ~$VLWAY STILLA 0.00 0.00 1718.09 0.00 0.00 0.00 $VLW|0DQ *J080104 *B126 ~$VLWAY STILLA 0.00 0.00 390.97 0.00 0.00 0.00 $VLW|0DR *J080105 *$LWP003 ~$VLWAY STILLA 0.00 0.00 143.93 0.00 0.00 0.00 $VLW|0DS *J080106 *B143 ~$VLWAY STILLA 0.00 0.00 1781.49 0.00 0.00 0.00 $VLW|0DT *J080108 *B159 ~$VLWAY STILLA 0.00 0.00 485.67 0.00 0.00 0.00 $VLW|0DU *J080110 *B174 ~$VLWAY STILLA 0.00 0.00 1599.88 0.00 0.00 0.00 $VLW|0DV *J080112 *$LWP007 ~$VLWAY STILLA 0.00 0.00 392.88 0.00 0.00 0.00 $VLW|0DW *J080114 *$LWP008 ~$VLWAY STILLA 0.00 0.00 1515.00 0.00 0.00 0.00 $VLW|0DX *J080116 *B217 ~$VLWAY STILLA 0.00 0.00 455.99 0.00 0.00 0.00 $VLW|0DY *J080118 *$LWP010 ~$VLWAY STILLA 0.00 0.00 1468.48 0.00 0.00 0.00 $VLW|0DZ *J080120 *B243 ~$VLWAY STILLA 0.00 0.00 158.53 0.00 0.00 0.00 $VLW|0E0 *J080122 *B256 ~$VLWAY STILLA 0.00 0.00 3475.53 0.00 0.00 0.00 $VLW|0LH *J040102 *B109 ~$VLWAY STILLA 0.00 0.00 1298.21 0.00 0.00 0.00 $VLW|0LI *J040104 *B126 ~$VLWAY STILLA 0.00 0.00 296.40 0.00 0.00 0.00 $VLW|0LJ *J040105 *$LWS003 ~$VLWAY STILLA 0.00 0.00 135.73 0.00 0.00 0.00 $VLW|0LK *J040106 *B143 ~$VLWAY STILLA 0.00 0.00 1256.10 0.00 0.00 0.00 $VLW|0LL *J040108 *B159 ~$VLWAY STILLA 0.00 0.00 308.72 0.00 0.00 0.00 $VLW|0LM *J040110 *B174 ~$VLWAY STILLA 0.00 0.00 1168.21 0.00 0.00 0.00 $VLW|0LN *J040112 *$LWS007 ~$VLWAY STILLA 0.00 0.00 233.11 0.00 0.00 0.00 $VLW|0LO *J040114 *$LWS008 ~$VLWAY STILLA 0.00 0.00 1174.03 0.00 0.00 0.00 $VLW|0LP *J040116 *B217 ~$VLWAY STILLA 0.00 0.00 362.24 0.00 0.00 0.00 $VLW|0LQ *J040118 *$LWS010 ~$VLWAY STILLA 0.00 0.00 1372.50 0.00 0.00 0.00 $VLW|0LR *J040120 *B243 ~$VLWAY STILLA 0.00 0.00 110.70 0.00 0.00 0.00 $VLW|0LS *J040122 *B256 ~$VLWAY STILLA 0.00 0.00 3313.19 0.00 0.00 0.00 HOR|0001 *BOWST *J040102 ~HOR|X STILLA 33.04 0.00 0.00 0.00 0.00 0.00 HOR|0003 *BOWPT *J080102 ~HOR|X STILLA -33.02 0.00 0.00 0.00 0.00 0.00 HOR|0002 *BOWST *J040102 ~HOR|Y STILLA 0.00 -6.02 0.00 0.00 0.00 0.00 HOR|0004 *B255 *J080122 ~HOR|Y STILLA 0.00 6.99 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 * * Tesla Tow * * 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 MPA, Degrees, Meters, and M-Tons Unless Specified /---------- Force ----------/ /---------- Moment ---------/ Element /-- Node Names -/ Class X Y Z X Y Z -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- $VLW|0DP *J080102 *B109 ~$VLWAY 0.00 0.00 2825.62 0.00 0.00 0.00 0.00 0.00 1232.95 0.00 0.00 0.00 $VLW|0DQ *J080104 *B126 ~$VLWAY 0.00 0.00 710.36 0.00 0.00 0.00 0.00 0.00 323.27 0.00 0.00 0.00 $VLW|0DR *J080105 *$LWP003 ~$VLWAY 0.00 0.00 190.65 0.00 0.00 0.00 0.00 0.00 142.73 0.00 0.00 0.00 $VLW|0DS *J080106 *B143 ~$VLWAY 0.00 0.00 2792.25 0.00 0.00 0.00 0.00 0.00 1626.82 0.00 0.00 0.00 $VLW|0DT *J080108 *B159 ~$VLWAY 0.00 0.00 909.16 0.00 0.00 0.00 0.00 0.00 337.51 0.00 0.00 0.00 $VLW|0DU *J080110 *B174 ~$VLWAY 0.00 0.00 2710.63 0.00 0.00 0.00 0.00 0.00 1621.52 0.00 0.00 0.00 $VLW|0DV *J080112 *$LWP007 ~$VLWAY 0.00 0.00 753.55 0.00 0.00 0.00 0.00 0.00 381.36 0.00 0.00 0.00 $VLW|0DW *J080114 *$LWP008 ~$VLWAY 0.00 0.00 2360.46 0.00 0.00 0.00 0.00 0.00 1466.94 0.00 0.00 0.00 $VLW|0DX *J080116 *B217 ~$VLWAY 0.00 0.00 696.78 0.00 0.00 0.00 0.00 0.00 411.92 0.00 0.00 0.00 $VLW|0DY *J080118 *$LWP010 ~$VLWAY 0.00 0.00 2038.33 0.00 0.00 0.00 0.00 0.00 1400.84 0.00 0.00 0.00 $VLW|0DZ *J080120 *B243 ~$VLWAY 0.00 0.00 206.93 0.00 0.00 0.00 0.00 0.00 133.57 0.00 0.00 0.00 $VLW|0E0 *J080122 *B256 ~$VLWAY 0.00 0.00 4597.25 0.00 0.00 0.00 0.00 0.00 3133.12 0.00 0.00 0.00 $VLW|0LH *J040102 *B109 ~$VLWAY 0.00 0.00 1824.60 0.00 0.00 0.00 0.00 0.00 182.39 0.00 0.00 0.00 $VLW|0LI *J040104 *B126 ~$VLWAY 0.00 0.00 358.08 0.00 0.00 0.00 0.00 0.00 137.40 0.00 0.00 0.00 $VLW|0LJ *J040105 *$LWS003 ~$VLWAY 0.00 0.00 144.38 0.00 0.00 0.00 0.00 0.00 106.85 0.00 0.00 0.00 $VLW|0LK *J040106 *B143 ~$VLWAY 0.00 0.00 1565.28 0.00 0.00 0.00 0.00 0.00 247.75 0.00 0.00 0.00 $VLW|0LL *J040108 *B159 ~$VLWAY 0.00 0.00 385.58 0.00 0.00 0.00 0.00 0.00 40.68 0.00 0.00 0.00 $VLW|0LM *J040110 *B174 ~$VLWAY 0.00 0.00 1345.84 0.00 0.00 0.00 0.00 0.00 -72.10 0.00 0.00 0.00 $VLW|0LN *J040112 *$LWS007 ~$VLWAY 0.00 0.00 286.84 0.00 0.00 0.00 0.00 0.00 103.97 0.00 0.00 0.00 $VLW|0LO *J040114 *$LWS008 ~$VLWAY 0.00 0.00 1468.77 0.00 0.00 0.00 0.00 0.00 279.69 0.00 0.00 0.00 $VLW|0LP *J040116 *B217 ~$VLWAY 0.00 0.00 418.02 0.00 0.00 0.00 0.00 0.00 144.22 0.00 0.00 0.00 $VLW|0LQ *J040118 *$LWS010 ~$VLWAY 0.00 0.00 1608.31 0.00 0.00 0.00 0.00 0.00 590.99 0.00 0.00 0.00 $VLW|0LR *J040120 *B243 ~$VLWAY 0.00 0.00 152.61 0.00 0.00 0.00 0.00 0.00 87.76 0.00 0.00 0.00 $VLW|0LS *J040122 *B256 ~$VLWAY 0.00 0.00 4018.51 0.00 0.00 0.00 0.00 0.00 2034.74 0.00 0.00 0.00 HOR|0001 *BOWST *J040102 ~HOR|X -33.04 0.00 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 * * Tesla Tow * * 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 MPA, Degrees, Meters, and M-Tons Unless Specified /---------- Force ----------/ /---------- Moment ---------/ Element /-- Node Names -/ Class X Y Z X Y Z -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- HOR|0001 *BOWST *J040102 ~HOR|X -33.04 0.00 0.00 0.00 0.00 0.00 HOR|0003 *BOWPT *J080102 ~HOR|X 33.02 0.00 0.00 0.00 0.00 0.00 33.02 0.00 0.00 0.00 0.00 0.00 HOR|0002 *BOWST *J040102 ~HOR|Y 0.00 6.02 0.00 0.00 0.00 0.00 0.00 6.02 0.00 0.00 0.00 0.00 HOR|0004 *B255 *J080122 ~HOR|Y 0.00 -6.99 0.00 0.00 0.00 0.00 0.00 -6.99 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 * * Tesla Tow * * 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 -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- A090AN01 1.33 A090AN02 1.33 A090AN03 1.33 A090AN04 1.33 A090AN05 1.33 A090AN06 1.33 A090AN07 1.33 A090AN08 1.33 A090AN09 1.33 A135AN01 1.33 A135AN02 1.33 A135AN03 1.33 A135AN04 1.33 A135AN05 1.33 A135AN06 1.33 A135AN07 1.33 A135AN08 1.33 A135AN09 1.33 A135AN10 1.33 A135AN11 1.33 A180AN01 1.33 A180AN02 1.33 A180AN03 1.33 A180AN04 1.33 A180AN05 1.33 A180AN06 1.33 A180AN07 1.33 A180AN08 1.33 A180AN09 1.33 A180AN10 1.33 A180AN11 1.33 B090AN01 1.33 B090AN02 1.33 B090AN03 1.33 B090AN04 1.33 B090AN05 1.33 B090AN06 1.33 B090AN07 1.33 B090AN08 1.33 B090AN09 1.33 B135AN01 1.33 B135AN02 1.33 B135AN03 1.33 B135AN04 1.33 B135AN05 1.33 B135AN06 1.33 B135AN07 1.33 B135AN08 1.33 B135AN09 1.33 B180AN01 1.33 B180AN02 1.33 B180AN03 1.33 B180AN04 1.33 B180AN05 1.33 B180AN06 1.33 B180AN07 1.33 B180AN08 1.33 B180AN09 1.33 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Tesla Tow * * 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 MPA, Degrees, Meters, and M-Tons Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 1 /- KL/R --/ /--- Stresses/Allowable (MPa) /Forces ---/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- P02Y012 *J010502 *J010802 ~P02Y012 A090AN06 20.0 20.0 31.32 -50.62 2.92 -1.04 1.10 1.09 1.92 Sec. 3.3.4 1.159 1.159 186.65 231.27 231.27 131.96 131.96 0.28 Eq. 3.3.1-2 -691.8 14.1 5.0 4.6 -1.8 P06Y042 *J040506 *J040906 ~P06Y042 A090AN06 47.1 47.1 13.33 -50.53 -3.94 5.77 -0.23 0.69 1.60 Sec. 3.3.4 1.080 1.080 169.74 233.11 233.11 131.96 131.96 0.33 Eq. 3.3.1-2 -1015.1 -35.0 -51.2 -0.3 6.9 P06Y082 *J080506 *J080906 ~P06Y082 A090AN09 46.8 46.8 14.49 -71.23 -3.52 -8.91 0.65 0.67 2.16 Sec. 3.3.4 1.042 1.042 169.95 233.11 233.11 131.96 131.96 0.46 Eq. 3.3.1-2 -1431.0 -31.3 79.0 6.5 6.8 P18D043 *J040918 *J050818 ~P18D043 B090AN03 21.8 21.8 100.00 -70.59 7.96 -191.26 -22.81 1.15 1.05 Eq. 3.3.1-2 1.148 1.148 187.77 245.76 245.76 131.96 131.96 -608.2 18.0 433.0 -98.3 4.9 P18D044 *J050818 *J060818 ~P18D044 B090AN03 21.0 21.0 0.00 -78.09 7.01 -185.38 20.72 1.32 1.07 Eq. 3.3.1-2 1.147 1.147 188.23 245.76 245.76 131.96 131.96 -672.8 15.9 419.7 89.3 1.2 P18Y082 *J080518 *J080918 ~P18Y082 A135AN09 34.9 34.9 17.30 -76.59 -14.00 -16.34 1.26 1.73 2.30 Sec. 3.3.4 1.096 1.096 179.24 234.08 234.08 131.96 131.96 0.51 Eq. 3.3.1-2 -1083.1 -71.8 83.8 8.9 12.2 P22D011 *J010522 *J040122 ~P22D011 A090AN06 57.0 57.0 100.00 -122.82 -5.92 -76.71 -4.17 -0.37 1.13 Eq. 3.3.1-2 0.833 0.833 162.31 247.42 247.42 131.96 131.96 -1467.7 -18.3 236.5 -25.0 -2.2 P22D012 *J010522 *J040922 ~P22D012 A090AN06 56.3 56.3 0.00 196.64 8.57 -24.63 2.02 -0.47 1.10 Eq. 3.3.1-2 1.000 1.000 197.94 237.92 237.92 131.96 131.96 1361.6 15.7 45.2 7.0 -1.6 P22D081 *J080122 *J110522 ~P22D081 A135AN09 56.8 56.8 0.00 -157.35 -8.52 -56.91 3.64 0.59 1.28 Eq. 3.3.1-2 0.741 0.741 162.53 247.42 247.42 131.96 131.96 -1619.3 -22.8 152.5 18.7 3.0 P22D082 *J080922 *J110522 ~P22D082 A135AN09 56.3 56.3 0.00 225.46 -19.42 -4.29 0.66 1.20 1.22 Eq. 3.3.1-2 1.000 1.000 197.94 237.92 237.92 131.96 131.96 1561.2 -35.7 7.9 2.1 4.2 P22Y041 *J040122 *J040522 ~P22Y041 B180AN09 31.1 31.1 79.79 -122.30 -2.13 -0.60 -0.64 0.61 2.15 Sec. 3.3.4 1.075 1.075 182.03 247.42 247.42 131.96 131.96 0.68 Eq. 3.3.1-2 -1729.5 -10.9 3.1 -3.0 -1.6 P22Y042 *J040522 *J040922 ~P22Y042 B180AN09 36.2 36.2 12.35 -117.81 6.63 19.21 -1.95 -0.77 7.27 Sec. 3.3.4 1.044 1.044 178.38 234.08 234.08 131.96 131.96 0.74 Eq. 3.3.1-2 -1665.9 34.0 -98.6 -13.8 -5.4 P22Y081 *J080122 *J080522 ~P22Y081 B090AN03 29.0 29.0 79.79 -167.97 4.79 31.63 1.85 0.72 1.04 Eq. 3.3.1-2 1.055 1.055 183.38 247.42 247.42 131.96 131.96 -2498.4 20.0 -132.1 13.8 3.7 P22Y082 *J080522 *J080922 ~P22Y082 B135AN04 29.6 29.6 20.22 -131.10 5.80 -14.63 2.03 1.82 10.13 Sec. 3.3.4 1.078 1.078 182.81 234.08 234.08 131.96 131.96 0.78 Eq. 3.3.1-2 -1853.9 29.8 75.1 11.0 -6.7 P26Y012 *J010526 *J010926 ~P26Y012 B180AN09 29.1 29.1 13.13 24.23 27.01 17.07 -1.90 -2.57 3.95 Sec. 3.3.4 1.000 1.000 197.94 223.32 223.32 131.96 131.96 0.27 Eq. 3.3.1-2 191.1 64.9 -41.0 -6.0 -10.2 P26Y112 *J110526 *J110926 ~P26Y112 A135AN09 29.1 29.1 13.13 40.30 24.34 -21.97 2.01 -2.42 3.56 Eq. 3.3.3-1 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Tesla Tow * * 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 MPA, Degrees, Meters, and M-Tons Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 1 /- KL/R --/ /--- Stresses/Allowable (MPa) /Forces ---/ RP2A Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- P26Y112 *J110526 *J110926 ~P26Y112 A135AN09 1.000 1.000 197.94 223.32 223.32 131.96 131.96 0.35 Eq. 3.3.1-2 317.8 58.5 52.8 7.9 -9.6 PGA12 *PGA121 *PGA122 ~PGA11 B090AN03 22.6 22.6 100.00 0.23 0.15 6.56 0.94 -1.57 1.53 Sec. 3.3.4 1.000 1.000 197.94 216.27 216.27 131.96 131.96 0.03 Eq. 3.3.1-2 7.3 4.1 -171.7 6.9 -25.0 PGA13 *PGA131 *PGA132 ~PGA11 A090AN06 22.6 22.6 94.04 -1.43 9.77 2.11 1.63 1.63 1.88 Sec. 3.3.4 1.176 1.176 175.10 216.27 216.27 131.96 131.96 0.05 Eq. 3.3.1-4 -45.4 255.8 -55.2 3.1 -5.6 PGA34 *PGA341 *PGA342 ~PGA31 A090AN06 22.6 22.6 94.04 -0.96 6.00 1.75 -0.94 -1.15 1.14 Sec. 3.3.4 1.176 1.176 175.10 216.27 216.27 131.96 131.96 0.03 Eq. 3.3.1-4 -30.4 157.1 -45.9 3.9 -15.9 PGB11 *PGB111 *PGB112 ~PGB11 A090AN06 22.6 22.6 94.04 2.48 3.73 -0.07 -4.45 -4.45 1.40 Sec. 3.3.4 1.000 1.000 197.94 216.27 216.27 131.96 131.96 0.03 Shear 78.8 97.8 1.9 10.7 -3.9 PGB13 *PGB131 *PGB132 ~PGB11 B180AN01 22.6 22.6 94.04 0.54 8.25 -3.03 1.47 1.47 1.98 Sec. 3.3.4 1.000 1.000 197.94 216.27 216.27 131.96 131.96 0.04 Eq. 3.3.1-2 17.0 216.1 79.3 -6.7 -7.2 PGB14 *PGB141 *PGB142 ~PGB11 A090AN09 24.7 24.7 94.54 2.01 5.39 6.10 1.15 -1.45 2.41 Sec. 3.3.4 1.000 1.000 197.94 216.27 216.27 131.96 131.96 0.05 Eq. 3.3.1-2 64.0 141.0 -159.8 10.0 -20.6 PGB32 *PGB321 *PGB322 ~PGB31 B135AN06 22.6 22.6 94.04 1.41 4.03 2.65 -0.60 -1.34 1.38 Sec. 3.3.4 1.000 1.000 197.94 216.27 216.27 131.96 131.96 0.03 Eq. 3.3.1-2 44.7 105.5 -69.4 1.7 -21.3 PGB33 *PGB331 *PGB332 ~PGB31 B135AN06 22.6 22.6 94.04 0.14 7.10 1.49 -1.37 -1.37 1.63 Sec. 3.3.4 1.000 1.000 197.94 216.27 216.27 131.96 131.96 0.03 Eq. 3.3.1-2 4.5 186.0 -38.9 -1.0 -12.0 PGB34 *PGB341 *PGB342 ~PGB31 B180AN01 24.7 24.7 94.54 -0.01 5.71 -1.88 -0.80 -1.15 1.36 Sec. 3.3.4 1.176 1.176 173.98 216.27 216.27 131.96 131.96 0.03 Eq. 3.3.1-4 -0.4 149.4 49.4 -5.1 -18.2 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Tesla Tow * * 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 MPA, Degrees, Meters, and M-Tons 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 -------- -------- -------- ------- ------- ----- -------- -------- -------- -------- -------------- ------- ------- ------- ------- *J010202 *J010201 *J010304 1400. 40. 248. B180AN01 -0.0 -9.0 -2.2 *J010502 1000. 30. 248. 598.8 5.1 19.7 0.00 0.04 0.96 559.8 387.9 196.5 1.17 *J010202 *J010201 *J010304 1400. 40. 248. B180AN01 -0.0 -9.0 -2.2 *J010102 1000. 30. 248. 575.6 48.6 15.1 0.00 0.00 1.00 553.3 388.0 196.5 1.13 *J010802 *J010801 *J010704 1400. 40. 248. B135AN06 -0.1 -8.5 9.8 *J010502 1000. 30. 248. -709.2 -8.5 -64.3 0.00 0.03 0.97 450.0 387.4 196.3 1.90 *J010802 *J010801 *J010704 1400. 40. 248. B135AN06 -0.1 -8.5 9.8 *J010902 1000. 30. 248. -687.5 -49.3 -62.1 0.00 0.00 1.00 440.2 387.5 196.3 1.89 *J040122 *J040121 *J040123 2000. 80. 248. B180AN09 -12.5 -57.2 -3.2 *J040522 1200. 50. 248. -1744.1 -13.3 -39.5 0.00 0.00 1.00 1148.2 956.1 558.9 1.59 *J040122 *J040121 *J040123 2000. 80. 248. A090AN06 -16.0 -58.7 -3.4 *J010522 1100. 35. 248. -1467.7 -34.3 234.8 0.00 0.00 1.00 1073.0 786.3 466.3 1.87 *J040122 *J040121 *J040123 2000. 80. 248. B090AN03 -8.7 -38.5 0.3 *J050222 1200. 30. 248. 827.6 0.3 271.3 0.00 0.00 1.00 1475.5 956.4 559.1 1.05 *J040122 *J040121 *J040123 2000. 80. 248. A090AN05 -7.7 -36.6 0.7 *B256 508. 25. 248. 1234.4 -3.8 -13.5 0.00 0.51 0.49 718.9 144.1 146.5 1.81 *J080122 *J080121 *J080123 2000. 80. 248. B090AN03 -15.1 -56.7 5.3 *J080522 1200. 60. 248. -2515.1 -45.2 97.4 0.00 0.00 1.00 1146.9 955.0 558.3 2.37 *J080122 *J080121 *J080123 2000. 80. 248. A135AN09 -12.3 -61.9 3.4 *J110522 1100. 30. 248. -1619.3 -12.4 153.7 0.00 0.00 1.00 1073.6 786.9 466.6 1.84 *J080122 *J080121 *J080123 2000. 80. 248. A090AN06 -14.0 -59.9 1.9 *B256 508. 25. 248. 743.1 -9.7 -15.8 0.00 0.00 1.00 619.3 143.2 145.5 1.31 *J110202 *J110201 *J110304 1400. 40. 248. B135AN06 0.0 -33.3 -1.5 *J110502 1000. 30. 248. 744.5 -20.5 -5.9 0.00 0.09 0.91 566.9 387.0 196.0 1.35 *J110202 *J110201 *J110304 1400. 40. 248. B135AN06 0.0 -33.3 -1.5 *J110102 1000. 30. 248. 675.6 89.8 2.1 0.00 0.00 1.00 551.5 387.0 196.0 1.29 *J110802 *J110801 *J110704 1400. 40. 248. B135AN06 -0.1 -33.3 9.8 *J110502 1000. 30. 248. -589.0 15.5 -75.1 0.00 0.12 0.88 478.3 387.3 196.2 1.62 *J110802 *J110801 *J110704 1400. 40. 248. B135AN06 -0.1 -33.3 9.8 *J110902 1000. 30. 248. -518.9 -80.5 -63.9 0.00 0.00 1.00 440.1 387.4 196.2 1.55 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * Tesla Tow * * 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 MPA, Degrees, Meters, and M-Tons 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 (mm) Case Joint (Deg) Axial Moment Shear (MPa) Ratio Comment -------- -------- -------- -------- -------- -------- -------- ----- -------- -------- -------- -------- ----- ---------------- *J010202 *J010201 *J010304 ~1V011 3509.37 B135AN06 *J010502 180 -4.8 72.2 -0.0 768.30 3.88 *J010802 *J010801 *J010704 ~1V012 3509.59 B135AN06 *J010502 180 4.6 -82.2 0.0 -874.91 4.42 *J040102 *J040101 *J040103 ~LA101 7299.03 B180AN01 *J020104 270 107.7 -513.2 -131.4 -523.46 2.64 *J040105 *J040104 *J040106 ~LA104 5805.63 A090AN06 *J040205 0 13.3 -39.9 -0.0 -258.49 1.31 *J040106 *J040105 *J040107 ~LA105 8988.40 B180AN01 *J020104 270 76.2 -432.1 -125.3 -290.73 1.47 *J040110 *J040109 *J040111 ~LA109 7561.45 A180AN07 *J080106 90 120.6 -299.7 -67.5 -295.50 1.49 *J040114 *J040113 *J040115 ~LA113 8053.13 A090AN06 *J010110 270 135.1 -352.3 -60.4 -326.24 1.65 *J040116 *J040115 *J040117 ~LA115 7390.96 B180AN09 *J040215 0 27.5 -105.6 -0.0 -340.22 1.72 *J040118 *J040117 *J040119 ~LA117 7586.93 B180AN09 *J080114 90 161.5 -384.6 -72.8 -306.65 1.55 *J040122 *J040121 *J040123 ~LA121 8327.07 B180AN09 *J010118 270 277.9 -992.2 -151.2 -1122.30 5.67 *J040416 *J040215 *J040518 ~L12D142 4352.17 B180AN09 *J040514 90 337.9 59.1 -0.4 241.40 1.22 *J040420 *J040219 *J040522 ~L12D182 4052.77 B180AN09 *J040518 90 300.5 49.1 -1.8 472.62 2.39 *J040902 *J040901 *J040906 ~LB101 6486.96 B135AN06 *J020904 300 -285.5 -180.5 64.6 -213.50 1.08 *J040910 *J040907 *J040914 ~LB107 7321.22 B090AN03 *J080906 130 -359.6 -188.6 70.4 -198.48 1.00 *J040922 *J040918 *J040923 ~LB118 8327.07 A090AN06 *J010918 280 -470.2 -270.4 -125.7 -249.69 1.26 *J080102 *J080101 *J080103 ~LA301 7299.03 B135AN06 *J100104 90 138.6 -810.3 130.8 -826.94 4.18 *J080104 *J080103 *J080105 ~LA303 7980.30 B090AN03 *J080203 0 38.6 -205.2 -0.0 -314.87 1.59 *J080105 *J080104 *J080106 ~LA304 5805.63 B090AN03 *J080205 0 12.4 -54.6 -0.0 -353.66 1.79 *J080106 *J080105 *J080107 ~LA305 8988.40 B090AN03 *J040102 270 373.7 -718.6 31.4 -480.84 2.43 *J080108 *J080107 *J080109 ~LA307 7143.45 B090AN03 *J080207 0 55.2 -230.6 -0.0 -395.26 2.00 *J080110 *J080109 *J080111 ~LA309 7258.47 B090AN03 *J080209 0 216.6 -663.9 32.1 -682.70 3.45 *J080112 *J080111 *J080113 ~LA311 7265.02 B090AN03 *J080211 0 47.4 -190.7 -0.0 -321.34 1.62 *J080114 *J080113 *J080115 ~LA313 8053.13 B090AN03 *J040110 270 344.4 -530.7 22.7 -489.52 2.47 *J080116 *J080115 *J080117 ~LA315 7390.96 B090AN03 *J080215 0 39.0 -178.2 -0.0 -573.96 2.90 *J080118 *J080117 *J080119 ~LA317 7547.41 B090AN04 *J080217 0 25.1 -524.9 66.2 -423.26 2.14 *J080122 *J080121 *J080123 ~LA321 8327.07 A135AN09 *J040118 270 394.7 -1115.0 156.4 -1259.99 6.37 *J080408 *J080207 *J080510 ~L23D062 5572.56 B090AN03 *J080506 180 2.7 -160.0 0.0 -216.02 1.09 *J080416 *J080215 *J080518 ~L23D142 4352.17 B090AN03 *J080514 90 459.9 80.5 -0.2 328.61 1.66 *J080420 *J080219 *J080522 ~L23D182 4052.77 B090AN03 *J080518 90 369.1 60.4 -2.1 580.68 2.93 *J080506 *J080106 *J080906 ~P06Y081 7950.34 B090AN03 *J080404 0 -5.3 -98.8 2.8 -207.65 1.05 *J080902 *J080901 *J080906 ~LB301 6486.96 B135AN06 *J100904 70 -361.9 -184.6 -39.3 -219.44 1.11 *J080922 *J080918 *J080923 ~LB318 8327.07 A135AN09 *J040918 260 -682.6 -345.9 138.9 -320.43 1.62 *J110202 *J110201 *J110304 ~3V011 3509.37 B135AN06 *J110502 180 -14.6 84.1 0.0 894.99 4.52 *J110802 *J110801 *J110704 ~3V012 3509.59 B135AN06 *J110502 180 14.9 -65.8 0.0 -700.06 3.54 \end{alltt}