\tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Basic Model Properties * * * *************************************************************************************************************** +++ M O D E L S I Z E +++ =========================== \ACONTENTS{Basic Model Properties} Number of Bodies = 1 Number of Parts = 5 Number of Compartments = 14 Number of Load Groups = 50 Number of Panels = 980 Number of Points = 1553 Number of Nodes = 217 Number of Classes = 223 Number of Elements = 406 Number of Load Attributes = 187 Number of Load Cases = 0 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm 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 = 153.000 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 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Summary for part ches_tra * * * *************************************************************************************************************** +++ 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, Feet, and Kips 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 ches\_tra} BRIDGE CHES_TRA None 0.000 1.000 1.000 1.00 1.00 1.00 0.00 0.00 0.00 1.00 1.00 PIE|0001 CHES_TRA 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 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm 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} ADD 1.000 1.000 16.61 -32.29 -4.24 87.00 0.00 0.00 0.00 0.00 CAP_PLT 1.000 1.000 1.00 0.00 0.00 89.00 0.00 0.00 0.00 0.00 CD100PSF 1.000 1.000 509.53 -0.32 -2.61 65.00 0.00 0.00 0.00 0.00 COND_SLV 1.000 1.000 1.20 33.75 0.00 52.00 0.00 0.00 0.00 0.00 DKPADEYE 1.000 1.000 6.00 0.00 0.00 89.00 0.00 0.00 0.00 0.00 DL_CRANE 1.000 1.000 49.11 22.50 -42.50 105.00 0.00 0.00 0.00 0.00 FIREWALL 1.000 1.000 38.88 28.23 0.00 72.83 0.00 0.00 0.00 0.00 MD100PSF 1.000 1.000 621.14 0.01 -0.02 87.00 0.00 0.00 0.00 0.00 OIL 1.000 1.000 52.58 -30.72 -1.07 87.00 0.00 0.00 0.00 0.00 POWRUNIT 1.000 1.000 6.00 22.50 -42.50 105.00 0.00 0.00 0.00 0.00 RING_PLT 1.000 1.000 1.60 0.00 0.00 76.00 0.00 0.00 0.00 0.00 SC100PSF 1.000 1.000 135.63 -7.25 0.00 52.00 0.00 0.00 0.00 0.00 STAB_GD 1.000 1.000 3.00 -0.09 0.00 16.50 0.00 0.00 0.00 0.00 STIF_PLT 1.000 1.000 1.80 -0.00 0.00 76.00 0.00 0.00 0.00 0.00 STR_MODE 1.050 1.000 687.82 -0.88 -1.89 65.66 502.08 1.02 -3.77 65.58 VTBM_CNT 1.000 1.000 4.00 -33.75 42.50 73.25 0.00 0.00 0.00 0.00 ======== ======== ======== ======== ======== ======== ======== ======== TOTAL 2135.89 -0.78 -2.31 72.71 502.08 1.02 -3.77 65.58 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Support Can Properties For Part DECK * * * *************************************************************************************************************** +++ C L A S S D I M E N S I O N S S U M M A R Y +++ ======================================================= Class Property /------------------------------- Segment Dimensions (in) -------------------------------/ Name No %Length Length Type A B C D E F G H PT PW -------- -- -------- ------ -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- \ACONTENTS{Support Can Properties For Part DECK} ~CAN 1 TUBE 60.000 2.000 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Support Can Properties For Part DECK * * * *************************************************************************************************************** +++ M A T E R I A L A N D R E D E S I G N S U M M A R Y +++ ================================================================= Youngs Thermal Yield Ultimate Breaking Class Seg. Modulus Poissons Coef Stress Stress Strength Specific /------- Redesign -------/ Name No. (Ksi) Ratio (1/Deg F) (Ksi) (Ksi) (kips) Gravity Selector kl/r Lim d/t Lim -------- ---- --------- --------- --------- --------- --------- --------- --------- -------- -------- -------- ~CAN 1 2.90E+04 0.300 6.50E-06 36.00 60.00 21865.48 7.85 P@ \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Support Can Properties For Part DECK * * * *************************************************************************************************************** +++ C L A S S S E C T I O N S U M M A R Y +++ ================================================= Stiffner Spacing is in Inches Class Seg. Area /---- Shear Alpha --/ /------- Inertia (in**4) ------/ /--- Trans. Stiff --/ /--- Long. Stiff ---/ Name No. (in**2) Y Z J Y Z Class Where Space Class Where Space -------- ---- ---------- ---------- ---------- ---------- ---------- ---------- -------- ----- ------ -------- ----- ------ ~CAN 1 364.42 1.9984 1.9984 3.068E+05 1.534E+05 1.534E+05 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Support Can Properties For Part DECK * * * *************************************************************************************************************** +++ B E A M P R O P E R T I E S F O R P A R T C | D E C K +++ ===================================================================== Process is TRANSPOR: Units Are Degrees, Feet, and Kips Unless Specified Element Class Node /--- Releases --/ /-- Part Offset (in) --/ Bl*K/L Ref Node /- Mem Y Dir Cosines -/ Name Name Name FX FY FZ MX MY MZ X Y Z Y/Z Ch Angle X Y Z Length Weight -------- -------- -------- -- -- -- -- -- -- -------- -------- -------- --------- -------- ------- ------- ------- ------- ------- CAN|0001 ~CAN *B0000 3247.50 276.00 222.00 1.00 1.0000 0.0000 0.0000 3.00 3.72 *D0405 Y Y 0.00 0.00 0.00 1.00 0.00 CAN|0002 ~CAN *B0000 2700.00 276.00 222.00 1.00 1.0000 0.0000 0.0000 3.00 3.72 *D0407 Y Y 0.00 0.00 0.00 1.00 0.00 CAN|0003 ~CAN *B0000 3247.50 -276.00 222.00 1.00 1.0000 0.0000 0.0000 3.00 3.72 *D0401 Y Y 0.00 0.00 0.00 1.00 0.00 CAN|0004 ~CAN *B0000 2700.00 -276.00 222.00 1.00 1.0000 0.0000 0.0000 3.00 3.72 *D0403 Y Y 0.00 0.00 0.00 1.00 0.00 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Support Can Properties For Part DECK * * * *************************************************************************************************************** +++ B E A M E N D S F O R P A R T C | D E C K +++ ========================================================= Process is TRANSPOR: Units Are Degrees, Feet, and Kips Unless Specified Coordinates Are In The Part System /----------- END A -------------/ /----------- END B -------------/ Element Class Node Coordinates Node Coordinates Name Name Name X Y Z Name X Y Z Length -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- CAN|0001 ~CAN *B0000 270.63 23.00 18.50 *D0405 270.63 23.00 21.50 3.00 CAN|0002 ~CAN *B0000 225.00 23.00 18.50 *D0407 225.00 23.00 21.50 3.00 CAN|0003 ~CAN *B0000 270.63 -23.00 18.50 *D0401 270.63 -23.00 21.50 3.00 CAN|0004 ~CAN *B0000 225.00 -23.00 18.50 *D0403 225.00 -23.00 21.50 3.00 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Tiedown Properties For Part DECK * * * *************************************************************************************************************** +++ C L A S S D I M E N S I O N S S U M M A R Y +++ ======================================================= Class Property /------------------------------- Segment Dimensions (in) -------------------------------/ Name No %Length Length Type A B C D E F G H PT PW -------- -- -------- ------ -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- \ACONTENTS{Tiedown Properties For Part DECK} ~TIEDOWN 1 TUBE 12.750 0.688 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Tiedown Properties For Part DECK * * * *************************************************************************************************************** +++ M A T E R I A L A N D R E D E S I G N S U M M A R Y +++ ================================================================= Youngs Thermal Yield Ultimate Breaking Class Seg. Modulus Poissons Coef Stress Stress Strength Specific /------- Redesign -------/ Name No. (Ksi) Ratio (1/Deg F) (Ksi) (Ksi) (kips) Gravity Selector kl/r Lim d/t Lim -------- ---- --------- --------- --------- --------- --------- --------- --------- -------- -------- -------- ~TIEDOWN 1 2.90E+04 0.300 6.50E-06 36.00 60.00 1564.26 7.85 P@ \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Tiedown Properties For Part DECK * * * *************************************************************************************************************** +++ C L A S S S E C T I O N S U M M A R Y +++ ================================================= Stiffner Spacing is in Inches Class Seg. Area /---- Shear Alpha --/ /------- Inertia (in**4) ------/ /--- Trans. Stiff --/ /--- Long. Stiff ---/ Name No. (in**2) Y Z J Y Z Class Where Space Class Where Space -------- ---- ---------- ---------- ---------- ---------- ---------- ---------- -------- ----- ------ -------- ----- ------ ~TIEDOWN 1 26.07 1.9957 1.9957 9.514E+02 4.757E+02 4.757E+02 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Tiedown Properties For Part DECK * * * *************************************************************************************************************** +++ B E A M P R O P E R T I E S F O R P A R T T | D E C K +++ ===================================================================== Process is TRANSPOR: Units Are Degrees, Feet, and Kips Unless Specified Element Class Node /--- Releases --/ /-- Part Offset (in) --/ Bl*K/L Ref Node /- Mem Y Dir Cosines -/ Name Name Name FX FY FZ MX MY MZ X Y Z Y/Z Ch Angle X Y Z Length Weight -------- -------- -------- -- -- -- -- -- -- -------- -------- -------- --------- -------- ------- ------- ------- ------- ------- TIE|0001 ~TIEDOWN *D0631 0.00 0.00 0.00 1.00 0.7071 -0.7071 0.0000 19.20 1.70 *B0000 3150.00 -360.00 222.00 1.00 0.00 TIE|0002 ~TIEDOWN *D0631 0.00 0.00 0.00 1.00 -0.7071 -0.7071 0.0000 19.20 1.70 *B0000 3150.00 -180.00 222.00 1.00 0.00 TIE|0003 ~TIEDOWN *D0631 0.00 0.00 0.00 1.00 0.7071 0.7071 0.0000 19.20 1.70 *B0000 3330.00 -360.00 222.00 1.00 0.00 TIE|0004 ~TIEDOWN *D0631 0.00 0.00 0.00 1.00 -0.7071 0.7071 0.0000 19.20 1.70 *B0000 3330.00 -180.00 222.00 1.00 0.00 TIE|0005 ~TIEDOWN *D0633 0.00 0.00 0.00 1.00 0.7071 -0.7071 0.0000 19.20 1.70 *B0000 2610.00 -360.00 222.00 1.00 0.00 TIE|0006 ~TIEDOWN *D0633 0.00 0.00 0.00 1.00 -0.7071 -0.7071 0.0000 19.20 1.70 *B0000 2610.00 -180.00 222.00 1.00 0.00 TIE|0007 ~TIEDOWN *D0633 0.00 0.00 0.00 1.00 0.7071 0.7071 0.0000 19.20 1.70 *B0000 2790.00 -360.00 222.00 1.00 0.00 TIE|0008 ~TIEDOWN *D0633 0.00 0.00 0.00 1.00 -0.7071 0.7071 0.0000 19.20 1.70 *B0000 2790.00 -180.00 222.00 1.00 0.00 TIE|0009 ~TIEDOWN *D0635 0.00 0.00 0.00 1.00 0.7071 -0.7071 0.0000 19.20 1.70 *B0000 3150.00 180.00 222.00 1.00 0.00 TIE|0010 ~TIEDOWN *D0635 0.00 0.00 0.00 1.00 -0.7071 -0.7071 0.0000 19.20 1.70 *B0000 3150.00 360.00 222.00 1.00 0.00 TIE|0011 ~TIEDOWN *D0635 0.00 0.00 0.00 1.00 0.7071 0.7071 0.0000 19.20 1.70 *B0000 3330.00 180.00 222.00 1.00 0.00 TIE|0012 ~TIEDOWN *D0635 0.00 0.00 0.00 1.00 -0.7071 0.7071 0.0000 19.20 1.70 *B0000 3330.00 360.00 222.00 1.00 0.00 TIE|0013 ~TIEDOWN *D0637 0.00 0.00 0.00 1.00 0.7071 -0.7071 0.0000 19.20 1.70 *B0000 2610.00 180.00 222.00 1.00 0.00 TIE|0014 ~TIEDOWN *D0637 0.00 0.00 0.00 1.00 -0.7071 -0.7071 0.0000 19.20 1.70 *B0000 2610.00 360.00 222.00 1.00 0.00 TIE|0015 ~TIEDOWN *D0637 0.00 0.00 0.00 1.00 0.7071 0.7071 0.0000 19.20 1.70 *B0000 2790.00 180.00 222.00 1.00 0.00 TIE|0016 ~TIEDOWN *D0637 0.00 0.00 0.00 1.00 -0.7071 0.7071 0.0000 19.20 1.70 *B0000 2790.00 360.00 222.00 1.00 0.00 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Tiedown Properties For Part DECK * * * *************************************************************************************************************** +++ B E A M E N D S F O R P A R T T | D E C K +++ ========================================================= Process is TRANSPOR: Units Are Degrees, Feet, and Kips Unless Specified Coordinates Are In The Part System /----------- END A -------------/ /----------- END B -------------/ Element Class Node Coordinates Node Coordinates Name Name Name X Y Z Name X Y Z Length -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- TIE|0001 ~TIEDOWN *D0631 270.00 -22.50 34.50 *B0000 262.50 -30.00 18.50 19.20 TIE|0002 ~TIEDOWN *D0631 270.00 -22.50 34.50 *B0000 262.50 -15.00 18.50 19.20 TIE|0003 ~TIEDOWN *D0631 270.00 -22.50 34.50 *B0000 277.50 -30.00 18.50 19.20 TIE|0004 ~TIEDOWN *D0631 270.00 -22.50 34.50 *B0000 277.50 -15.00 18.50 19.20 TIE|0005 ~TIEDOWN *D0633 225.00 -22.50 34.50 *B0000 217.50 -30.00 18.50 19.20 TIE|0006 ~TIEDOWN *D0633 225.00 -22.50 34.50 *B0000 217.50 -15.00 18.50 19.20 TIE|0007 ~TIEDOWN *D0633 225.00 -22.50 34.50 *B0000 232.50 -30.00 18.50 19.20 TIE|0008 ~TIEDOWN *D0633 225.00 -22.50 34.50 *B0000 232.50 -15.00 18.50 19.20 TIE|0009 ~TIEDOWN *D0635 270.00 22.50 34.50 *B0000 262.50 15.00 18.50 19.20 TIE|0010 ~TIEDOWN *D0635 270.00 22.50 34.50 *B0000 262.50 30.00 18.50 19.20 TIE|0011 ~TIEDOWN *D0635 270.00 22.50 34.50 *B0000 277.50 15.00 18.50 19.20 TIE|0012 ~TIEDOWN *D0635 270.00 22.50 34.50 *B0000 277.50 30.00 18.50 19.20 TIE|0013 ~TIEDOWN *D0637 225.00 22.50 34.50 *B0000 217.50 15.00 18.50 19.20 TIE|0014 ~TIEDOWN *D0637 225.00 22.50 34.50 *B0000 217.50 30.00 18.50 19.20 TIE|0015 ~TIEDOWN *D0637 225.00 22.50 34.50 *B0000 232.50 15.00 18.50 19.20 TIE|0016 ~TIEDOWN *D0637 225.00 22.50 34.50 *B0000 232.50 30.00 18.50 19.20 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Tiedown Properties For Part DECK * * * *************************************************************************************************************** +++ W I N D V O R T E X S H E D D I N G F O R P A R T D E C K +++ =========================================================================== Frequencies in Rad./Sec. and Velocities in Knots Wind Corrected for Height and Values > 10000 Omitted /-- Region II --/ /--- Mode 1 ---/ /--- Mode 2 ---/ /--- Mode 3 ---/ Name Class Begin End Vbeg Vend Omega Vcr Omega Vcr Omega Vcr Comment -------- -------- -------- -------- -------- -------- -------- ------- -------- ------- -------- ------- ------- 00100017 ~SV1 *D0017 *D0010 49.1 177.0 43.9 707.8 175.6 1592.6 395.0 Check 177.0 43.9 707.8 175.6 1592.6 395.0 07020802 ~SV1 *D0702 *D0802 49.1 177.0 43.9 707.8 175.6 1592.6 395.0 Check 177.0 43.9 707.8 175.6 1592.6 395.0 07040804 ~SV1 *D0704 *D0804 49.1 177.0 43.9 707.8 175.6 1592.6 395.0 Check 177.0 43.9 707.8 175.6 1592.6 395.0 07150830 ~SV1 *D0715 *D0830 49.1 177.0 43.9 707.8 175.6 1592.6 395.0 Check 177.0 43.9 707.8 175.6 1592.6 395.0 07210825 ~SV1 *D0721 *D0825 49.1 177.0 43.9 707.8 175.6 1592.6 395.0 Check 177.0 43.9 707.8 175.6 1592.6 395.0 07300833 ~SV1 *D0730 *D0833 49.1 177.0 43.9 707.8 175.6 1592.6 395.0 Check 177.0 43.9 707.8 175.6 1592.6 395.0 07320837 ~SV1 *D0732 *D0837 49.1 177.0 43.9 707.8 175.6 1592.6 395.0 Check 177.0 43.9 707.8 175.6 1592.6 395.0 07360853 ~SV1 *D0736 *D0853 49.1 177.0 43.9 707.8 175.6 1592.6 395.0 Check 177.0 43.9 707.8 175.6 1592.6 395.0 07380857 ~SV1 *D0738 *D0857 49.1 177.0 43.9 707.8 175.6 1592.6 395.0 Check 177.0 43.9 707.8 175.6 1592.6 395.0 07750870 ~SV1 *D0775 *D0870 49.1 177.0 43.9 707.8 175.6 1592.6 395.0 Check 177.0 43.9 707.8 175.6 1592.6 395.0 07260806 ~SV2 *D0726 *D0806 49.1 177.0 43.9 707.8 175.6 1592.6 395.0 Check 177.0 43.9 707.8 175.6 1592.6 395.0 07290809 ~SV2 *D0729 *D0809 49.1 177.0 43.9 707.8 175.6 1592.6 395.0 Check 177.0 43.9 707.8 175.6 1592.6 395.0 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Transportation Analysis on ches_tra * * * *************************************************************************************************************** +++ R I G H T I N G A R M R E S U L T S +++ =============================================== Process is TRANSPOR: Units Are Degrees, Feet, and Kips Unless Specified Moment Scaled By 10855.34, KG = 25.22, and Wind Speed = 100 Knots Initial: Roll = 0.00, Trim = 0.57 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 ches\_tra} 7.76 0.00 0.00 9999.00 9999.00 -0.00 0.00 1.00 0.00 0.00 -1.000 7.75 2.00 0.00 9999.00 9999.00 1.03 1.03 1.00 2.00 0.52 0.031 7.84 4.00 -0.04 9999.00 9999.00 2.06 4.12 1.00 4.00 1.03 1.062 7.80 6.00 -0.04 9999.00 9999.00 3.10 9.29 1.00 6.00 1.55 2.101 7.80 8.00 -0.06 9999.00 9999.00 4.15 16.54 1.00 8.00 2.07 3.145 7.77 10.00 -0.08 9999.00 9999.00 5.20 25.88 1.00 10.01 2.59 4.197 7.74 12.00 -0.11 9999.00 9999.00 6.27 37.35 1.01 12.02 3.11 5.259 7.56 14.00 -0.08 9999.00 9999.00 7.33 50.94 1.01 14.03 3.63 6.318 7.38 16.00 -0.06 9999.00 9999.00 8.14 66.41 1.01 16.05 4.14 7.133 7.12 18.00 -0.01 9999.00 9999.00 8.53 83.09 1.01 18.07 4.60 7.524 6.83 20.00 0.04 9999.00 9999.00 8.61 100.23 1.01 20.09 4.99 7.595 6.53 22.00 0.09 9999.00 9999.00 8.46 117.30 1.01 22.11 5.30 7.452 6.21 24.00 0.14 9999.00 9999.00 8.17 133.93 1.01 24.13 5.55 7.163 5.88 26.00 0.19 9999.00 9999.00 7.76 149.86 1.00 26.14 5.73 6.758 5.54 28.00 0.24 9999.00 9999.00 7.27 164.89 1.00 28.14 5.86 6.270 5.19 30.00 0.30 9999.00 9999.00 6.71 178.87 1.00 30.14 5.94 5.719 4.83 32.00 0.35 9999.00 9999.00 6.11 191.70 0.99 32.12 5.97 5.120 4.46 34.00 0.41 9999.00 9999.00 5.46 203.27 0.98 34.09 5.96 4.482 4.08 36.00 0.47 9999.00 9999.00 4.78 213.51 0.97 36.04 5.92 3.811 4.08 38.00 0.37 9999.00 9999.00 4.09 222.39 0.97 37.98 5.86 3.130 3.47 40.00 0.51 9999.00 9999.00 3.36 229.84 0.95 39.89 5.76 2.407 2.85 42.00 0.66 9999.00 9999.00 2.61 235.80 0.93 41.77 5.64 1.675 2.96 44.00 0.51 9999.00 9999.00 1.87 240.28 0.92 43.63 5.51 0.947 2.34 46.00 0.65 9999.00 9999.00 1.09 243.24 0.90 45.45 5.35 0.189 1.97 48.00 0.69 9999.00 9999.00 0.32 244.65 0.89 47.24 5.18 -0.570 1.59 50.00 0.73 9999.00 9999.00 -0.47 244.50 0.87 49.00 4.99 -1.335 1.20 52.00 0.77 9999.00 9999.00 -1.26 242.78 0.85 50.72 4.79 -2.105 0.81 54.00 0.81 9999.00 9999.00 -2.05 239.48 0.83 52.40 4.57 -2.876 0.45 56.00 0.84 9999.00 9999.00 -2.83 234.60 0.80 54.03 4.34 -3.634 0.08 58.00 0.86 9999.00 9999.00 -3.59 228.17 0.78 55.61 4.10 -4.373 -0.29 60.00 0.89 9999.00 9999.00 -4.36 220.22 0.76 57.15 3.85 -5.120 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Transportation Analysis on ches_tra * * * *************************************************************************************************************** +++ 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, Feet, and Kips Unless Specified Location and Net Force at Body Origin Body X Y Z RX RY RZ -------- --------- --------- --------- --------- --------- --------- CHES_TRA Location 0.00 0.00 -7.76 0.00 0.57 0.00 N Force 0.04 -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 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Transportation Analysis on ches_tra * * * *************************************************************************************************************** +++ B U O Y A N C Y A N D W E I G H T F O R C H E S _ T R A +++ ======================================================================= Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In Body System Draft = 7.76 Roll Angle = 0.00 Pitch Angle = 0.57 Wet Radii Of Gyration About CG K-X = 37.23 K-Y = 96.42 K-Z = 92.71 GMT = 29.49 GML = 743.88 /-- Center of Gravity ---/ Sounding % Full Name Weight ---X--- ---Y--- ---Z--- -------- -------- ---------------- Part CHES_TRA ------------ LOAD_GRO 8675.22 131.40 -0.57 11.44 ---------------- Part C|DECK ------------ ELEMENTS 15.62 247.81 0.00 20.00 ---------------- Part DECK ------------ ELEMENTS 2002.50 248.91 1.28 80.19 LOAD_GRO 133.39 238.77 17.86 96.45 ---------------- Part T|DECK ------------ ELEMENTS 28.61 247.50 0.00 26.50 ======== ======== ======= ======= ======= Total 10855.34 154.87 -0.00 25.22 Buoyancy 10855.34 155.07 0.00 4.82 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Transportation Analysis on ches_tra * * * *************************************************************************************************************** +++ F O R C E S A C T I N G O N C H E S _ T R A +++ ========================================================= Process is TRAN|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 107.99 0.00 -10854.81 0 1683796 0 Buoyancy -107.95 -0.00 10854.81 0 -1683795 0 Inertia -0.04 0.00 -0.00 0 0 0 ======= ======= ======= ======= ======= ======= 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 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Transportation Analysis on ches_tra * * * *************************************************************************************************************** +++ 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, Feet, and Kips Unless Specified Fill Specific /--- Ballast ---/ /------ % Full --------/ Sounding Name Type Gravity Maximum Current Max. Min. Curr. -------- 2P CORRECT 1.0250 938.6 0.0 0.00 0.00 0.00 0.000 2S CORRECT 1.0250 938.6 0.0 0.00 0.00 0.00 0.000 3P CORRECT 1.0250 938.6 0.0 0.00 0.00 0.00 0.000 3S CORRECT 1.0250 938.6 0.0 0.00 0.00 0.00 0.000 4P CORRECT 1.0250 938.6 0.0 0.00 0.00 0.00 0.000 4S CORRECT 1.0250 938.6 0.0 0.00 0.00 0.00 0.000 5P CORRECT 1.0250 938.6 0.0 0.00 0.00 0.00 0.000 5S CORRECT 1.0250 938.6 0.0 0.00 0.00 0.00 0.000 6P CORRECT 1.0250 926.1 0.0 0.00 0.00 0.00 0.000 6S CORRECT 1.0250 926.1 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 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Transportation Analysis on ches_tra * * * *************************************************************************************************************** +++ C A T E G O R Y S T A T U S F O R P A R T C H E S _ T R A +++ ========================================================================= Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Results Are Reported In The Part System Weight Buoyancy /--- Center of Gravity --/ Category Factor Factor Weight X Y Z Buoyancy --------- --------- --------- -------- --------- --------- --------- --------- &DEFWT 1.000 1.000 5018.92 119.97 -0.98 9.25 0.00 BRIDGE 1.000 1.000 270.00 108.75 0.00 33.00 0.00 L_SHIP 1.000 1.000 3386.30 150.15 0.00 12.97 0.00 ======== ========= ========= ========= ========= TOTAL 8675.22 131.40 -0.57 11.44 0.00 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Transportation Analysis on ches_tra * * * *************************************************************************************************************** +++ D R A F T M A R K R E A D I N G S +++ ============================================= Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Name Draft Name Draft Name Draft Name Draft Name Draft Name Draft -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- P_AFT 10.74 P_BOW 7.76 P_MID 9.25 S_AFT 10.74 S_BOW 7.76 S_MID 9.25 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * RAOs at Vessel CG * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * Heading = 0.00 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 CHES_TRA At X = 154.9 Y = -0.0 Z = 25.2 Process is TRAN|A: Units Are Degrees, Feet, and Kips 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 0.916 118 0.000 0 0.932 28 0.001 124 0.159 -55 0.000 0 0.4189 15.00 0.856 140 0.000 0 0.876 48 0.004 142 0.275 -37 0.001 -36 0.4833 13.00 0.796 156 0.000 0 0.815 63 0.008 156 0.355 -23 0.000 0 0.5712 11.00 0.677 -176 0.000 0 0.688 88 0.023 177 0.460 -1 0.001 178 0.5984 10.50 0.632 -167 0.001 137 0.638 96 0.031 -175 0.489 6 0.002 -173 0.6283 10.00 0.578 -157 0.001 139 0.576 105 0.047 -168 0.516 15 0.003 -165 0.6614 9.50 0.512 -144 0.002 139 0.502 116 0.080 -161 0.539 25 0.007 -158 0.6981 9.00 0.435 -129 0.005 129 0.412 129 0.200 -164 0.553 36 0.021 -160 0.7392 8.50 0.342 -112 0.008 22 0.305 144 0.296 95 0.550 49 0.035 100 0.7854 8.00 0.236 -89 0.003 -3 0.181 162 0.103 77 0.521 64 0.014 83 0.8378 7.50 0.120 -56 0.002 0 0.048 -167 0.054 90 0.450 81 0.008 97 0.8976 7.00 0.039 56 0.001 7 0.082 16 0.028 106 0.319 99 0.004 115 0.9666 6.50 0.121 152 0.000 0 0.169 50 0.010 122 0.134 115 0.002 132 1.0472 6.00 0.174 -153 0.000 0 0.164 88 0.003 20 0.061 14 0.001 30 1.1424 5.50 0.137 -90 0.000 0 0.053 151 0.006 48 0.119 43 0.001 58 1.2566 5.00 0.018 52 0.000 0 0.052 10 0.002 134 0.047 130 0.001 144 1.5708 4.00 0.022 -166 0.000 0 0.027 90 0.001 -97 0.021 -99 0.000 0 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * RAOs at Vessel CG * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * Heading = 45.00 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 CHES_TRA At X = 154.9 Y = -0.0 Z = 25.2 Process is TRAN|A: Units Are Degrees, Feet, and Kips 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 0.656 110 0.670 109 0.943 20 0.127 104 0.115 -60 0.059 -174 0.4189 15.00 0.631 126 0.633 124 0.914 34 0.247 114 0.201 -49 0.099 -161 0.4833 13.00 0.606 137 0.599 136 0.881 46 0.360 121 0.265 -39 0.125 -152 0.5712 11.00 0.557 156 0.535 154 0.814 63 0.623 131 0.360 -24 0.155 -141 0.5984 10.50 0.538 162 0.510 160 0.787 69 0.764 133 0.390 -18 0.161 -139 0.6283 10.00 0.515 170 0.477 167 0.752 76 0.982 129 0.423 -12 0.154 -139 0.6614 9.50 0.487 178 0.431 175 0.710 84 1.349 119 0.458 -5 0.122 -145 0.6981 9.00 0.452 -171 0.364 -172 0.656 93 1.819 92 0.492 2 0.011 176 0.7392 8.50 0.409 -159 0.328 -151 0.587 104 1.883 50 0.525 11 0.181 -6 0.7854 8.00 0.356 -144 0.320 -136 0.502 116 1.289 11 0.556 22 0.285 -27 0.8378 7.50 0.290 -126 0.264 -120 0.394 132 0.748 0 0.569 33 0.277 -26 0.8976 7.00 0.211 -104 0.190 -99 0.264 150 0.483 4 0.544 47 0.251 -11 0.9666 6.50 0.120 -73 0.109 -71 0.114 177 0.341 14 0.454 62 0.218 11 1.0472 6.00 0.031 3 0.027 -24 0.042 -17 0.239 33 0.286 82 0.168 42 1.1424 5.50 0.077 148 0.044 173 0.125 35 0.137 65 0.092 110 0.097 85 1.2566 5.00 0.117 -147 0.074 -124 0.101 89 0.029 119 0.041 3 0.013 144 1.5708 4.00 0.039 -168 0.019 -113 0.029 92 0.031 134 0.005 -141 0.025 144 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * RAOs at Vessel CG * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * 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 CHES_TRA At X = 154.9 Y = -0.0 Z = 25.2 Process is TRAN|A: Units Are Degrees, Feet, and Kips 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 0.008 -178 0.958 90 0.955 0 0.181 90 0.020 -8 0.020 90 0.4189 15.00 0.008 -177 0.927 90 0.954 1 0.359 89 0.022 -15 0.040 90 0.4833 13.00 0.009 -177 0.901 90 0.954 1 0.534 89 0.023 -20 0.060 90 0.5712 11.00 0.009 -176 0.857 90 0.958 2 0.964 83 0.024 -29 0.108 86 0.5984 10.50 0.010 -176 0.840 90 0.960 2 1.190 79 0.024 -33 0.133 83 0.6283 10.00 0.010 -176 0.817 90 0.963 2 1.532 71 0.024 -38 0.171 75 0.6614 9.50 0.011 -176 0.780 89 0.968 2 2.029 55 0.024 -44 0.227 60 0.6981 9.00 0.011 -177 0.717 90 0.975 1 2.551 28 0.022 -49 0.287 34 0.7392 8.50 0.012 -177 0.659 95 0.983 1 2.616 -7 0.020 -48 0.296 -1 0.7854 8.00 0.012 -178 0.649 100 0.995 0 2.063 -42 0.021 -49 0.236 -35 0.8378 7.50 0.013 179 0.640 102 1.010 0 1.350 -63 0.022 -62 0.157 -55 0.8976 7.00 0.013 176 0.605 105 1.023 -3 0.870 -68 0.018 -84 0.103 -59 0.9666 6.50 0.014 169 0.557 108 1.017 -9 0.578 -67 0.011 -121 0.070 -57 1.0472 6.00 0.013 159 0.501 114 0.942 -18 0.384 -62 0.005 110 0.048 -52 1.1424 5.50 0.011 148 0.438 123 0.747 -29 0.246 -54 0.014 34 0.032 -44 1.2566 5.00 0.007 141 0.372 135 0.489 -33 0.144 -42 0.016 1 0.020 -33 1.5708 4.00 0.001 172 0.233 -178 0.144 -4 0.018 -2 0.008 -4 0.004 -6 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * RAOs at Vessel CG * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * 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 CHES_TRA At X = 154.9 Y = -0.0 Z = 25.2 Process is TRAN|A: Units Are Degrees, Feet, and Kips 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 0.656 -109 0.670 71 0.945 -18 0.126 76 0.108 62 0.059 -4 0.4189 15.00 0.631 -125 0.633 56 0.918 -33 0.242 65 0.190 52 0.099 -17 0.4833 13.00 0.606 -136 0.600 45 0.890 -44 0.350 57 0.250 43 0.124 -26 0.5712 11.00 0.557 -155 0.540 27 0.829 -62 0.600 45 0.342 26 0.153 -37 0.5984 10.50 0.539 -161 0.519 20 0.804 -69 0.732 39 0.371 20 0.163 -39 0.6283 10.00 0.516 -169 0.494 13 0.773 -76 0.944 30 0.404 13 0.179 -40 0.6614 9.50 0.487 -177 0.463 3 0.733 -85 1.302 13 0.438 5 0.220 -41 0.6981 9.00 0.452 172 0.411 -8 0.683 -95 1.775 -21 0.476 -4 0.317 -53 0.7392 8.50 0.409 160 0.328 -19 0.619 -108 1.847 -72 0.516 -17 0.397 -83 0.7854 8.00 0.355 145 0.270 -26 0.535 -123 1.284 -120 0.550 -32 0.358 -114 0.8378 7.50 0.289 127 0.221 -41 0.426 -143 0.750 -139 0.568 -52 0.296 -130 0.8976 7.00 0.210 105 0.157 -62 0.285 -169 0.497 -147 0.553 -77 0.256 -145 0.9666 6.50 0.119 74 0.084 -91 0.113 150 0.354 -159 0.474 -109 0.214 -166 1.0472 6.00 0.030 0 0.022 -177 0.066 -38 0.237 -177 0.308 -149 0.159 165 1.1424 5.50 0.075 -147 0.057 57 0.149 -102 0.116 155 0.104 166 0.085 127 1.2566 5.00 0.115 148 0.077 0 0.111 -157 0.004 -151 0.041 -77 0.010 12 1.5708 4.00 0.039 169 0.021 40 0.033 -136 0.015 151 0.009 162 0.021 107 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * RAOs at Vessel CG * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * 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 CHES_TRA At X = 154.9 Y = -0.0 Z = 25.2 Process is TRAN|A: Units Are Degrees, Feet, and Kips 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 0.916 -117 0.000 0 0.934 -26 0.001 -122 0.153 57 0.000 0 0.4189 15.00 0.857 -139 0.000 0 0.882 -47 0.004 -139 0.265 40 0.001 41 0.4833 13.00 0.796 -155 0.000 0 0.825 -64 0.008 -154 0.343 25 0.000 0 0.5712 11.00 0.677 177 0.000 0 0.705 -90 0.022 178 0.449 0 0.001 -179 0.5984 10.50 0.632 168 0.001 122 0.657 -99 0.031 169 0.478 -8 0.002 171 0.6283 10.00 0.577 158 0.001 105 0.598 -110 0.046 157 0.506 -18 0.003 160 0.6614 9.50 0.512 145 0.002 83 0.526 -123 0.079 141 0.531 -31 0.007 145 0.6981 9.00 0.433 131 0.005 47 0.437 -138 0.198 112 0.548 -46 0.021 116 0.7392 8.50 0.341 113 0.008 -90 0.330 -157 0.296 -17 0.550 -63 0.035 -13 0.7854 8.00 0.235 90 0.003 -153 0.204 178 0.104 -72 0.526 -85 0.014 -66 0.8378 7.50 0.119 57 0.001 164 0.064 134 0.055 -104 0.461 -113 0.008 -97 0.8976 7.00 0.038 -55 0.001 117 0.091 -37 0.029 -141 0.334 -147 0.005 -133 0.9666 6.50 0.119 -152 0.000 0 0.194 -91 0.010 172 0.144 167 0.002 -179 1.0472 6.00 0.172 154 0.000 0 0.188 -148 0.003 -55 0.053 -61 0.001 -43 1.1424 5.50 0.137 91 0.000 0 0.060 153 0.007 -121 0.133 -126 0.001 -111 1.2566 5.00 0.019 -47 0.000 0 0.053 -125 0.003 175 0.068 172 0.001 -175 1.5708 4.00 0.022 168 0.000 0 0.031 -165 0.001 145 0.021 143 0.000 0 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * RAOs at Vessel CG * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * Heading = 225.00 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 CHES_TRA At X = 154.9 Y = -0.0 Z = 25.2 Process is TRAN|A: Units Are Degrees, Feet, and Kips 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 0.656 -109 0.670 -108 0.945 -18 0.127 -103 0.108 62 0.059 174 0.4189 15.00 0.631 -125 0.633 -123 0.918 -33 0.248 -114 0.190 52 0.099 162 0.4833 13.00 0.606 -136 0.600 -134 0.890 -44 0.361 -122 0.251 43 0.124 153 0.5712 11.00 0.557 -155 0.541 -152 0.829 -62 0.631 -135 0.343 26 0.154 143 0.5984 10.50 0.539 -161 0.519 -159 0.804 -69 0.774 -142 0.373 20 0.166 141 0.6283 10.00 0.515 -169 0.494 -166 0.773 -76 1.001 -152 0.406 13 0.185 140 0.6614 9.50 0.487 -177 0.463 -176 0.733 -85 1.382 -170 0.442 4 0.232 138 0.6981 9.00 0.452 172 0.408 171 0.683 -95 1.861 153 0.479 -5 0.333 124 0.7392 8.50 0.409 160 0.324 160 0.618 -108 1.932 102 0.513 -18 0.411 93 0.7854 8.00 0.355 145 0.268 153 0.535 -123 1.366 52 0.544 -33 0.368 62 0.8378 7.50 0.289 127 0.221 139 0.426 -143 0.780 30 0.563 -52 0.298 46 0.8976 7.00 0.210 105 0.158 118 0.285 -169 0.486 21 0.549 -77 0.255 30 0.9666 6.50 0.119 74 0.085 89 0.113 150 0.321 11 0.470 -110 0.211 10 1.0472 6.00 0.030 0 0.022 4 0.066 -39 0.207 -2 0.305 -150 0.155 -16 1.1424 5.50 0.075 -147 0.057 -121 0.149 -102 0.106 -26 0.103 165 0.084 -53 1.2566 5.00 0.115 148 0.078 179 0.111 -157 0.005 -21 0.041 -77 0.010 -163 1.5708 4.00 0.039 169 0.021 -139 0.033 -136 0.014 -29 0.009 162 0.021 -73 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * RAOs at Vessel CG * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * Heading = 270.00 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 CHES_TRA At X = 154.9 Y = -0.0 Z = 25.2 Process is TRAN|A: Units Are Degrees, Feet, and Kips 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 0.008 -178 0.958 -89 0.955 0 0.181 -89 0.020 -8 0.020 -89 0.4189 15.00 0.008 -177 0.927 -89 0.954 1 0.359 -90 0.022 -14 0.040 -89 0.4833 13.00 0.009 -177 0.901 -89 0.954 1 0.533 -90 0.023 -18 0.060 -88 0.5712 11.00 0.009 -176 0.857 -89 0.958 2 0.965 -95 0.024 -24 0.108 -92 0.5984 10.50 0.010 -176 0.840 -89 0.960 2 1.189 -100 0.025 -26 0.133 -96 0.6283 10.00 0.010 -176 0.817 -89 0.963 2 1.530 -108 0.026 -28 0.171 -104 0.6614 9.50 0.010 -176 0.780 -90 0.968 2 2.026 -124 0.027 -31 0.227 -119 0.6981 9.00 0.011 -177 0.717 -89 0.974 1 2.547 -151 0.030 -38 0.287 -145 0.7392 8.50 0.012 -177 0.659 -84 0.983 1 2.612 171 0.032 -50 0.296 178 0.7854 8.00 0.012 -178 0.650 -79 0.996 0 2.058 136 0.030 -65 0.235 144 0.8378 7.50 0.013 179 0.640 -77 1.011 0 1.345 116 0.027 -79 0.156 124 0.8976 7.00 0.013 176 0.605 -74 1.024 -3 0.867 111 0.023 -99 0.103 120 0.9666 6.50 0.014 169 0.558 -71 1.017 -9 0.578 112 0.015 -133 0.070 122 1.0472 6.00 0.013 159 0.502 -65 0.942 -18 0.385 117 0.007 141 0.048 127 1.1424 5.50 0.011 148 0.439 -56 0.747 -29 0.246 125 0.012 41 0.032 135 1.2566 5.00 0.007 141 0.372 -44 0.489 -33 0.143 137 0.015 2 0.020 146 1.5708 4.00 0.001 172 0.233 1 0.144 -4 0.017 177 0.008 -5 0.004 173 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * RAOs at Vessel CG * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * Heading = 315.00 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 CHES_TRA At X = 154.9 Y = -0.0 Z = 25.2 Process is TRAN|A: Units Are Degrees, Feet, and Kips 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 0.656 110 0.670 -70 0.943 20 0.126 -75 0.115 -60 0.059 5 0.4189 15.00 0.631 126 0.633 -55 0.914 34 0.242 -65 0.201 -49 0.100 17 0.4833 13.00 0.606 137 0.598 -43 0.881 46 0.348 -58 0.264 -39 0.126 26 0.5712 11.00 0.557 156 0.534 -25 0.814 63 0.590 -49 0.359 -23 0.155 38 0.5984 10.50 0.538 162 0.509 -19 0.786 69 0.719 -48 0.389 -18 0.160 41 0.6283 10.00 0.515 170 0.477 -12 0.752 76 0.922 -50 0.422 -12 0.156 41 0.6614 9.50 0.487 178 0.432 -4 0.709 84 1.263 -61 0.458 -5 0.123 37 0.6981 9.00 0.452 -171 0.366 7 0.656 93 1.718 -89 0.497 2 0.012 60 0.7392 8.50 0.409 -159 0.334 28 0.588 104 1.779 -135 0.533 11 0.191 166 0.7854 8.00 0.356 -144 0.326 42 0.502 116 1.211 178 0.558 21 0.300 145 0.8378 7.50 0.290 -126 0.263 58 0.395 131 0.661 171 0.568 33 0.274 149 0.8976 7.00 0.211 -104 0.189 79 0.264 150 0.430 174 0.542 46 0.248 164 0.9666 6.50 0.120 -73 0.107 108 0.114 177 0.308 -175 0.451 62 0.214 -171 1.0472 6.00 0.031 3 0.026 155 0.042 -17 0.221 -153 0.283 82 0.165 -138 1.1424 5.50 0.077 148 0.045 -6 0.126 35 0.131 -117 0.090 110 0.095 -95 1.2566 5.00 0.117 -147 0.074 55 0.101 89 0.030 -54 0.041 3 0.014 -33 1.5708 4.00 0.039 -168 0.019 66 0.029 92 0.031 -45 0.005 -138 0.025 -36 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Gs @ CG of DECK * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 6.5 Sec. M. Heading = 0.0 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 *DECK On Body CHES_TRA At X = 248.3 Y = 2.3 Z = 81.2 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified \ACONTENTS{Gs @ CG of DECK} Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.038 0.012 0.044 0.2168 0.7972 0.0257 Ave of 1/3 Highest 0.075 0.024 0.088 0.4337 1.5944 0.0513 Ave of 1/10 Highest 0.096 0.031 0.112 0.5529 2.0328 0.0654 Maximum 0.140 0.045 0.163 0.8066 2.9655 0.0955 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Gs @ CG of DECK * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 7.0 Sec. M. Heading = 0.0 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 *DECK On Body CHES_TRA At X = 248.3 Y = 2.3 Z = 81.2 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.037 0.012 0.044 0.2177 0.7928 0.0256 Ave of 1/3 Highest 0.074 0.025 0.088 0.4355 1.5855 0.0512 Ave of 1/10 Highest 0.094 0.031 0.113 0.5552 2.0215 0.0652 Maximum 0.137 0.046 0.164 0.8099 2.9491 0.0952 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Gs @ CG of DECK * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 7.5 Sec. M. Heading = 0.0 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 *DECK On Body CHES_TRA At X = 248.3 Y = 2.3 Z = 81.2 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.035 0.012 0.044 0.2113 0.7722 0.0247 Ave of 1/3 Highest 0.071 0.024 0.087 0.4226 1.5444 0.0494 Ave of 1/10 Highest 0.091 0.031 0.111 0.5388 1.9691 0.0630 Maximum 0.132 0.045 0.162 0.7860 2.8726 0.0919 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Gs @ CG of DECK * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 6.5 Sec. M. Heading = 45.0 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 *DECK On Body CHES_TRA At X = 248.3 Y = 2.3 Z = 81.2 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.043 0.117 0.061 1.9593 1.0447 0.4947 Ave of 1/3 Highest 0.087 0.234 0.121 3.9186 2.0893 0.9894 Ave of 1/10 Highest 0.110 0.298 0.154 4.9963 2.6639 1.2615 Maximum 0.161 0.435 0.225 7.2886 3.8861 1.8403 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Gs @ CG of DECK * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 7.0 Sec. M. Heading = 45.0 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 *DECK On Body CHES_TRA At X = 248.3 Y = 2.3 Z = 81.2 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.041 0.119 0.059 1.9632 0.9935 0.4615 Ave of 1/3 Highest 0.082 0.238 0.117 3.9264 1.9870 0.9231 Ave of 1/10 Highest 0.104 0.303 0.149 5.0061 2.5334 1.1769 Maximum 0.152 0.443 0.218 7.3030 3.6958 1.7169 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Gs @ CG of DECK * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 7.5 Sec. M. Heading = 45.0 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 *DECK On Body CHES_TRA At X = 248.3 Y = 2.3 Z = 81.2 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.038 0.117 0.056 1.9101 0.9337 0.4273 Ave of 1/3 Highest 0.076 0.234 0.112 3.8201 1.8675 0.8545 Ave of 1/10 Highest 0.097 0.298 0.143 4.8706 2.3811 1.0895 Maximum 0.142 0.435 0.209 7.1054 3.4735 1.5894 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Gs @ CG of DECK * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 6.5 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 *DECK On Body CHES_TRA At X = 248.3 Y = 2.3 Z = 81.2 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.002 0.185 0.078 2.9990 0.0484 0.3447 Ave of 1/3 Highest 0.005 0.371 0.157 5.9980 0.0968 0.6893 Ave of 1/10 Highest 0.006 0.473 0.200 7.6474 0.1234 0.8789 Maximum 0.009 0.690 0.292 11.1563 0.1800 1.2822 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Gs @ CG of DECK * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 7.0 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 *DECK On Body CHES_TRA At X = 248.3 Y = 2.3 Z = 81.2 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.002 0.182 0.073 2.9837 0.0455 0.3419 Ave of 1/3 Highest 0.005 0.364 0.146 5.9674 0.0910 0.6837 Ave of 1/10 Highest 0.006 0.465 0.186 7.6084 0.1160 0.8718 Maximum 0.009 0.678 0.272 11.0993 0.1692 1.2717 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Gs @ CG of DECK * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet 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 *DECK On Body CHES_TRA At X = 248.3 Y = 2.3 Z = 81.2 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.002 0.175 0.068 2.8902 0.0427 0.3305 Ave of 1/3 Highest 0.005 0.350 0.136 5.7805 0.0855 0.6609 Ave of 1/10 Highest 0.006 0.446 0.173 7.3701 0.1090 0.8427 Maximum 0.008 0.651 0.253 10.7517 0.1590 1.2294 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Gs @ CG of DECK * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 6.5 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 *DECK On Body CHES_TRA At X = 248.3 Y = 2.3 Z = 81.2 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.042 0.090 0.061 1.9314 1.0579 0.5804 Ave of 1/3 Highest 0.085 0.180 0.122 3.8628 2.1158 1.1607 Ave of 1/10 Highest 0.108 0.230 0.156 4.9251 2.6977 1.4799 Maximum 0.158 0.335 0.227 7.1848 3.9354 2.1589 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Gs @ CG of DECK * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 7.0 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 *DECK On Body CHES_TRA At X = 248.3 Y = 2.3 Z = 81.2 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.040 0.092 0.059 1.9323 1.0022 0.5546 Ave of 1/3 Highest 0.080 0.183 0.118 3.8646 2.0043 1.1092 Ave of 1/10 Highest 0.102 0.234 0.150 4.9274 2.5555 1.4142 Maximum 0.148 0.341 0.219 7.1882 3.7281 2.0631 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Gs @ CG of DECK * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet 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 *DECK On Body CHES_TRA At X = 248.3 Y = 2.3 Z = 81.2 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.037 0.090 0.056 1.8779 0.9389 0.5221 Ave of 1/3 Highest 0.074 0.180 0.112 3.7558 1.8778 1.0442 Ave of 1/10 Highest 0.095 0.230 0.143 4.7886 2.3941 1.3314 Maximum 0.138 0.335 0.209 6.9857 3.4926 1.9423 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Gs @ CG of DECK * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 6.5 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 *DECK On Body CHES_TRA At X = 248.3 Y = 2.3 Z = 81.2 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.037 0.012 0.046 0.2168 0.8122 0.0257 Ave of 1/3 Highest 0.074 0.024 0.091 0.4336 1.6244 0.0514 Ave of 1/10 Highest 0.094 0.031 0.116 0.5529 2.0711 0.0655 Maximum 0.138 0.045 0.170 0.8066 3.0214 0.0956 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Gs @ CG of DECK * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 7.0 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 *DECK On Body CHES_TRA At X = 248.3 Y = 2.3 Z = 81.2 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.036 0.012 0.046 0.2176 0.8039 0.0256 Ave of 1/3 Highest 0.072 0.025 0.091 0.4352 1.6078 0.0512 Ave of 1/10 Highest 0.092 0.031 0.116 0.5549 2.0499 0.0653 Maximum 0.135 0.046 0.170 0.8094 2.9905 0.0953 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Gs @ CG of DECK * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet 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 *DECK On Body CHES_TRA At X = 248.3 Y = 2.3 Z = 81.2 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.035 0.012 0.045 0.2111 0.7802 0.0247 Ave of 1/3 Highest 0.069 0.024 0.090 0.4222 1.5605 0.0494 Ave of 1/10 Highest 0.089 0.031 0.115 0.5383 1.9896 0.0630 Maximum 0.129 0.045 0.167 0.7852 2.9024 0.0919 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Gs @ CG of DECK * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 6.5 Sec. M. Heading = 225.0 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 *DECK On Body CHES_TRA At X = 248.3 Y = 2.3 Z = 81.2 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.043 0.096 0.061 2.0090 1.0505 0.5869 Ave of 1/3 Highest 0.085 0.192 0.122 4.0180 2.1011 1.1737 Ave of 1/10 Highest 0.109 0.245 0.155 5.1230 2.6789 1.4965 Maximum 0.159 0.358 0.226 7.4735 3.9080 2.1832 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Gs @ CG of DECK * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 7.0 Sec. M. Heading = 225.0 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 *DECK On Body CHES_TRA At X = 248.3 Y = 2.3 Z = 81.2 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.040 0.098 0.059 2.0144 0.9957 0.5621 Ave of 1/3 Highest 0.080 0.195 0.117 4.0288 1.9914 1.1243 Ave of 1/10 Highest 0.102 0.249 0.150 5.1367 2.5390 1.4334 Maximum 0.149 0.364 0.218 7.4935 3.7040 2.0911 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Gs @ CG of DECK * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 7.5 Sec. M. Heading = 225.0 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 *DECK On Body CHES_TRA At X = 248.3 Y = 2.3 Z = 81.2 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.037 0.096 0.056 1.9604 0.9333 0.5301 Ave of 1/3 Highest 0.075 0.192 0.112 3.9207 1.8665 1.0602 Ave of 1/10 Highest 0.095 0.245 0.143 4.9989 2.3798 1.3517 Maximum 0.139 0.357 0.209 7.2925 3.4717 1.9720 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Gs @ CG of DECK * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 6.5 Sec. M. Heading = 270.0 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 *DECK On Body CHES_TRA At X = 248.3 Y = 2.3 Z = 81.2 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.003 0.185 0.075 2.9930 0.0563 0.3437 Ave of 1/3 Highest 0.006 0.370 0.150 5.9860 0.1126 0.6874 Ave of 1/10 Highest 0.008 0.472 0.191 7.6321 0.1436 0.8764 Maximum 0.012 0.689 0.278 11.1339 0.2095 1.2786 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Gs @ CG of DECK * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 7.0 Sec. M. Heading = 270.0 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 *DECK On Body CHES_TRA At X = 248.3 Y = 2.3 Z = 81.2 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.003 0.182 0.069 2.9779 0.0536 0.3410 Ave of 1/3 Highest 0.006 0.364 0.139 5.9558 0.1072 0.6819 Ave of 1/10 Highest 0.008 0.464 0.177 7.5936 0.1367 0.8694 Maximum 0.012 0.677 0.258 11.0777 0.1994 1.2683 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Gs @ CG of DECK * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 7.5 Sec. M. Heading = 270.0 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 *DECK On Body CHES_TRA At X = 248.3 Y = 2.3 Z = 81.2 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.003 0.175 0.064 2.8848 0.0506 0.3296 Ave of 1/3 Highest 0.006 0.349 0.129 5.7695 0.1013 0.6592 Ave of 1/10 Highest 0.008 0.445 0.164 7.3561 0.1291 0.8405 Maximum 0.011 0.650 0.239 10.7313 0.1884 1.2262 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Gs @ CG of DECK * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 6.5 Sec. M. Heading = 315.0 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 *DECK On Body CHES_TRA At X = 248.3 Y = 2.3 Z = 81.2 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.044 0.109 0.062 1.8292 1.0427 0.4942 Ave of 1/3 Highest 0.088 0.218 0.124 3.6585 2.0853 0.9884 Ave of 1/10 Highest 0.112 0.278 0.158 4.6645 2.6588 1.2602 Maximum 0.164 0.406 0.231 6.8048 3.8787 1.8384 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Gs @ CG of DECK * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 7.0 Sec. M. Heading = 315.0 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 *DECK On Body CHES_TRA At X = 248.3 Y = 2.3 Z = 81.2 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.042 0.111 0.060 1.8353 0.9921 0.4618 Ave of 1/3 Highest 0.083 0.222 0.120 3.6705 1.9843 0.9236 Ave of 1/10 Highest 0.106 0.283 0.152 4.6799 2.5300 1.1776 Maximum 0.154 0.413 0.222 6.8272 3.6908 1.7180 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Gs @ CG of DECK * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 7.5 Sec. M. Heading = 315.0 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 *DECK On Body CHES_TRA At X = 248.3 Y = 2.3 Z = 81.2 Maximum Responses Based on a Multiplier of 3.720 Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Single Amplitude G Forces and Angular Accelerations --------------------------------------------------- Longitudinal Transverse Vertical Roll Pitch Yaw ------------ ------------ ------------ ------------ ------------ ------------ Root Mean Square 0.039 0.109 0.057 1.7872 0.9328 0.4280 Ave of 1/3 Highest 0.077 0.219 0.114 3.5744 1.8657 0.8561 Ave of 1/10 Highest 0.099 0.279 0.145 4.5574 2.3787 1.0915 Maximum 0.144 0.406 0.212 6.6484 3.4702 1.5923 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Clearance of Slam Points * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 6.5 Sec. M. Heading = 0.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C L E A R A N C E S T A T I S T I C S +++ =============================================== Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Maximum Responses Based on a Multiplier of 3.720 Period Name Mean Dynamic Mean-Dyn Min Hs Slam/Hour Rel Vx Rel Vy Rel Vz ------- -------- --------- --------- --------- --------- --------- -------- -------- -------- \ACONTENTS{Clearance of Slam Points} 6.50 *D0811 62.83 16.63 46.20 52.90 0.00 11.02 0.61 14.96 *D0819 63.72 8.98 54.74 99.32 0.00 11.57 0.81 9.48 *D0871 62.83 16.71 46.12 52.65 0.00 11.04 0.61 14.93 *D0879 63.72 9.11 54.61 97.90 0.00 11.52 0.81 9.60 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Clearance of Slam Points * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 7.0 Sec. M. Heading = 0.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C L E A R A N C E S T A T I S T I C S +++ =============================================== Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Maximum Responses Based on a Multiplier of 3.720 Period Name Mean Dynamic Mean-Dyn Min Hs Slam/Hour Rel Vx Rel Vy Rel Vz ------- -------- --------- --------- --------- --------- --------- -------- -------- -------- 7.00 *D0811 62.83 15.89 46.94 55.37 0.00 10.34 0.62 13.93 *D0819 63.72 8.23 55.49 108.35 0.00 10.78 0.81 8.49 *D0871 62.83 16.04 46.79 54.85 0.00 10.36 0.62 13.95 *D0879 63.72 8.32 55.41 107.28 0.00 10.74 0.81 8.59 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Clearance of Slam Points * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 7.5 Sec. M. Heading = 0.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C L E A R A N C E S T A T I S T I C S +++ =============================================== Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Maximum Responses Based on a Multiplier of 3.720 Period Name Mean Dynamic Mean-Dyn Min Hs Slam/Hour Rel Vx Rel Vy Rel Vz ------- -------- --------- --------- --------- --------- --------- -------- -------- -------- 7.50 *D0811 62.83 15.00 47.83 58.65 0.00 9.74 0.60 12.89 *D0819 63.72 7.55 56.18 118.20 0.00 10.04 0.79 7.63 *D0871 62.83 15.19 47.64 57.90 0.00 9.75 0.60 12.94 *D0879 63.72 7.58 56.14 117.63 0.00 10.00 0.79 7.70 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Clearance of Slam Points * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 6.5 Sec. M. Heading = 45.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C L E A R A N C E S T A T I S T I C S +++ =============================================== Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Maximum Responses Based on a Multiplier of 3.720 Period Name Mean Dynamic Mean-Dyn Min Hs Slam/Hour Rel Vx Rel Vy Rel Vz ------- -------- --------- --------- --------- --------- --------- -------- -------- -------- 6.50 *D0811 62.83 15.08 47.75 58.34 0.00 6.08 7.86 13.65 *D0819 63.72 13.92 49.81 64.10 0.00 9.97 9.31 11.88 *D0871 62.83 21.18 41.65 41.53 0.00 8.40 11.95 18.24 *D0879 63.72 14.09 49.64 63.33 0.00 7.90 10.03 12.03 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Clearance of Slam Points * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 7.0 Sec. M. Heading = 45.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C L E A R A N C E S T A T I S T I C S +++ =============================================== Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Maximum Responses Based on a Multiplier of 3.720 Period Name Mean Dynamic Mean-Dyn Min Hs Slam/Hour Rel Vx Rel Vy Rel Vz ------- -------- --------- --------- --------- --------- --------- -------- -------- -------- 7.00 *D0811 62.83 14.35 48.48 61.31 0.00 5.72 7.46 12.68 *D0819 63.72 13.80 49.93 64.65 0.00 9.21 9.06 11.37 *D0871 62.83 20.80 42.03 42.30 0.00 7.95 11.23 17.33 *D0879 63.72 13.78 49.95 64.76 0.00 7.48 9.49 11.44 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Clearance of Slam Points * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 7.5 Sec. M. Heading = 45.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C L E A R A N C E S T A T I S T I C S +++ =============================================== Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Maximum Responses Based on a Multiplier of 3.720 Period Name Mean Dynamic Mean-Dyn Min Hs Slam/Hour Rel Vx Rel Vy Rel Vz ------- -------- --------- --------- --------- --------- --------- -------- -------- -------- 7.50 *D0811 62.83 13.47 49.36 65.30 0.00 5.37 7.02 11.70 *D0819 63.72 13.36 50.36 66.75 0.00 8.47 8.72 10.74 *D0871 62.83 20.05 42.78 43.86 0.00 7.54 10.43 16.30 *D0879 63.72 13.18 50.55 67.70 0.00 7.06 8.90 10.75 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Clearance of Slam Points * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 6.5 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C L E A R A N C E S T A T I S T I C S +++ =============================================== Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Maximum Responses Based on a Multiplier of 3.720 Period Name Mean Dynamic Mean-Dyn Min Hs Slam/Hour Rel Vx Rel Vy Rel Vz ------- -------- --------- --------- --------- --------- --------- -------- -------- -------- 6.50 *D0811 62.83 18.32 44.51 48.02 0.00 1.20 17.47 15.93 *D0819 63.72 18.12 45.60 49.23 0.00 1.20 19.63 15.82 *D0871 62.83 22.39 40.44 39.28 0.00 1.09 10.65 20.18 *D0879 63.72 22.61 41.11 39.46 0.00 1.09 12.11 20.35 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Clearance of Slam Points * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 7.0 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C L E A R A N C E S T A T I S T I C S +++ =============================================== Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Maximum Responses Based on a Multiplier of 3.720 Period Name Mean Dynamic Mean-Dyn Min Hs Slam/Hour Rel Vx Rel Vy Rel Vz ------- -------- --------- --------- --------- --------- --------- -------- -------- -------- 7.00 *D0811 62.83 17.61 45.22 49.96 0.00 1.20 16.55 14.99 *D0819 63.72 17.41 46.31 51.23 0.00 1.20 18.78 14.87 *D0871 62.83 21.36 41.47 41.17 0.00 1.11 9.96 18.78 *D0879 63.72 21.57 42.15 41.36 0.00 1.11 11.57 18.95 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Clearance of Slam Points * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 7.5 Sec. M. Heading = 90.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C L E A R A N C E S T A T I S T I C S +++ =============================================== Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Maximum Responses Based on a Multiplier of 3.720 Period Name Mean Dynamic Mean-Dyn Min Hs Slam/Hour Rel Vx Rel Vy Rel Vz ------- -------- --------- --------- --------- --------- --------- -------- -------- -------- 7.50 *D0811 62.83 16.63 46.19 52.88 0.00 1.17 15.54 13.95 *D0819 63.72 16.45 47.27 54.23 0.00 1.17 17.75 13.83 *D0871 62.83 20.09 42.74 43.78 0.00 1.09 9.31 17.35 *D0879 63.72 20.29 43.44 43.98 0.00 1.09 10.99 17.51 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Clearance of Slam Points * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 6.5 Sec. M. Heading = 135.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C L E A R A N C E S T A T I S T I C S +++ =============================================== Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Maximum Responses Based on a Multiplier of 3.720 Period Name Mean Dynamic Mean-Dyn Min Hs Slam/Hour Rel Vx Rel Vy Rel Vz ------- -------- --------- --------- --------- --------- --------- -------- -------- -------- 6.50 *D0811 62.83 17.49 45.34 50.29 0.00 8.14 10.13 15.97 *D0819 63.72 9.27 54.46 96.28 0.00 9.74 11.47 8.74 *D0871 62.83 11.22 51.61 78.41 0.00 6.64 8.32 10.00 *D0879 63.72 10.36 53.36 86.12 0.00 9.32 10.45 10.27 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Clearance of Slam Points * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 7.0 Sec. M. Heading = 135.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C L E A R A N C E S T A T I S T I C S +++ =============================================== Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Maximum Responses Based on a Multiplier of 3.720 Period Name Mean Dynamic Mean-Dyn Min Hs Slam/Hour Rel Vx Rel Vy Rel Vz ------- -------- --------- --------- --------- --------- --------- -------- -------- -------- 7.00 *D0811 62.83 16.88 45.95 52.12 0.00 7.79 9.31 14.87 *D0819 63.72 8.91 54.82 100.15 0.00 9.21 11.04 8.09 *D0871 62.83 10.90 51.93 80.71 0.00 6.12 7.89 9.40 *D0879 63.72 9.85 53.88 90.62 0.00 8.56 10.13 9.38 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Clearance of Slam Points * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 7.5 Sec. M. Heading = 135.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C L E A R A N C E S T A T I S T I C S +++ =============================================== Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Maximum Responses Based on a Multiplier of 3.720 Period Name Mean Dynamic Mean-Dyn Min Hs Slam/Hour Rel Vx Rel Vy Rel Vz ------- -------- --------- --------- --------- --------- --------- -------- -------- -------- 7.50 *D0811 62.83 16.12 46.71 54.55 0.00 7.46 8.52 13.80 *D0819 63.72 8.44 55.28 105.70 0.00 8.65 10.47 7.46 *D0871 62.83 10.39 52.43 84.63 0.00 5.65 7.41 8.76 *D0879 63.72 9.30 54.42 95.92 0.00 7.84 9.69 8.57 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Clearance of Slam Points * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 6.5 Sec. M. Heading = 180.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C L E A R A N C E S T A T I S T I C S +++ =============================================== Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Maximum Responses Based on a Multiplier of 3.720 Period Name Mean Dynamic Mean-Dyn Min Hs Slam/Hour Rel Vx Rel Vy Rel Vz ------- -------- --------- --------- --------- --------- --------- -------- -------- -------- 6.50 *D0811 62.83 13.97 48.86 62.97 0.00 10.94 0.61 12.46 *D0819 63.72 9.69 54.03 92.07 0.00 12.17 0.81 10.21 *D0871 62.83 13.13 49.69 66.97 0.00 11.00 0.61 11.89 *D0879 63.72 10.14 53.58 87.96 0.00 12.17 0.81 10.46 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Clearance of Slam Points * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 7.0 Sec. M. Heading = 180.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C L E A R A N C E S T A T I S T I C S +++ =============================================== Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Maximum Responses Based on a Multiplier of 3.720 Period Name Mean Dynamic Mean-Dyn Min Hs Slam/Hour Rel Vx Rel Vy Rel Vz ------- -------- --------- --------- --------- --------- --------- -------- -------- -------- 7.00 *D0811 62.83 13.47 49.36 65.29 0.00 10.31 0.61 11.67 *D0819 63.72 8.81 54.91 101.24 0.00 11.38 0.81 9.12 *D0871 62.83 12.65 50.18 69.53 0.00 10.37 0.61 11.10 *D0879 63.72 9.28 54.44 96.14 0.00 11.38 0.81 9.39 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Clearance of Slam Points * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 7.5 Sec. M. Heading = 180.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C L E A R A N C E S T A T I S T I C S +++ =============================================== Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Maximum Responses Based on a Multiplier of 3.720 Period Name Mean Dynamic Mean-Dyn Min Hs Slam/Hour Rel Vx Rel Vy Rel Vz ------- -------- --------- --------- --------- --------- --------- -------- -------- -------- 7.50 *D0811 62.83 12.82 50.01 68.60 0.00 9.74 0.60 10.85 *D0819 63.72 8.01 55.71 111.33 0.00 10.61 0.79 8.17 *D0871 62.83 12.05 50.78 73.00 0.00 9.80 0.60 10.30 *D0879 63.72 8.47 55.25 105.31 0.00 10.61 0.79 8.44 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Clearance of Slam Points * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 6.5 Sec. M. Heading = 225.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C L E A R A N C E S T A T I S T I C S +++ =============================================== Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Maximum Responses Based on a Multiplier of 3.720 Period Name Mean Dynamic Mean-Dyn Min Hs Slam/Hour Rel Vx Rel Vy Rel Vz ------- -------- --------- --------- --------- --------- --------- -------- -------- -------- 6.50 *D0811 62.83 11.73 51.10 74.99 0.00 6.65 8.62 10.32 *D0819 63.72 10.81 52.91 82.51 0.00 9.36 10.46 10.56 *D0871 62.83 16.93 45.90 51.95 0.00 8.22 10.54 15.50 *D0879 63.72 10.00 53.73 89.22 0.00 9.77 11.84 9.24 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Clearance of Slam Points * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 7.0 Sec. M. Heading = 225.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C L E A R A N C E S T A T I S T I C S +++ =============================================== Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Maximum Responses Based on a Multiplier of 3.720 Period Name Mean Dynamic Mean-Dyn Min Hs Slam/Hour Rel Vx Rel Vy Rel Vz ------- -------- --------- --------- --------- --------- --------- -------- -------- -------- 7.00 *D0811 62.83 11.43 51.40 76.95 0.00 6.12 8.21 9.74 *D0819 63.72 10.30 53.42 86.60 0.00 8.60 10.18 9.68 *D0871 62.83 16.37 46.46 53.74 0.00 7.88 9.74 14.44 *D0879 63.72 9.64 54.08 92.54 0.00 9.24 11.44 8.60 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Clearance of Slam Points * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 7.5 Sec. M. Heading = 225.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C L E A R A N C E S T A T I S T I C S +++ =============================================== Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Maximum Responses Based on a Multiplier of 3.720 Period Name Mean Dynamic Mean-Dyn Min Hs Slam/Hour Rel Vx Rel Vy Rel Vz ------- -------- --------- --------- --------- --------- --------- -------- -------- -------- 7.50 *D0811 62.83 10.93 51.90 80.51 0.00 5.65 7.72 9.10 *D0819 63.72 9.74 53.98 91.56 0.00 7.88 9.77 8.87 *D0871 62.83 15.67 47.16 56.12 0.00 7.54 8.93 13.41 *D0879 63.72 9.15 54.58 97.52 0.00 8.68 10.87 7.96 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Clearance of Slam Points * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 6.5 Sec. M. Heading = 270.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C L E A R A N C E S T A T I S T I C S +++ =============================================== Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Maximum Responses Based on a Multiplier of 3.720 Period Name Mean Dynamic Mean-Dyn Min Hs Slam/Hour Rel Vx Rel Vy Rel Vz ------- -------- --------- --------- --------- --------- --------- -------- -------- -------- 6.50 *D0811 62.83 22.26 40.57 39.51 0.00 1.07 10.64 20.10 *D0819 63.72 22.55 41.17 39.56 0.00 1.07 12.10 20.31 *D0871 62.83 18.49 44.34 47.57 0.00 1.23 17.47 16.07 *D0879 63.72 18.17 45.55 49.09 0.00 1.23 19.61 15.86 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Clearance of Slam Points * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 7.0 Sec. M. Heading = 270.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C L E A R A N C E S T A T I S T I C S +++ =============================================== Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Maximum Responses Based on a Multiplier of 3.720 Period Name Mean Dynamic Mean-Dyn Min Hs Slam/Hour Rel Vx Rel Vy Rel Vz ------- -------- --------- --------- --------- --------- --------- -------- -------- -------- 7.00 *D0811 62.83 21.22 41.61 41.45 0.00 1.08 9.96 18.70 *D0819 63.72 21.51 42.22 41.48 0.00 1.08 11.56 18.91 *D0871 62.83 17.78 45.05 49.46 0.00 1.23 16.55 15.12 *D0879 63.72 17.47 46.26 51.07 0.00 1.23 18.76 14.91 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Clearance of Slam Points * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 7.5 Sec. M. Heading = 270.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C L E A R A N C E S T A T I S T I C S +++ =============================================== Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Maximum Responses Based on a Multiplier of 3.720 Period Name Mean Dynamic Mean-Dyn Min Hs Slam/Hour Rel Vx Rel Vy Rel Vz ------- -------- --------- --------- --------- --------- --------- -------- -------- -------- 7.50 *D0811 62.83 19.95 42.88 44.09 0.00 1.07 9.30 17.27 *D0819 63.72 20.22 43.50 44.11 0.00 1.07 10.98 17.47 *D0871 62.83 16.80 46.02 52.34 0.00 1.19 15.53 14.07 *D0879 63.72 16.50 47.22 54.06 0.00 1.20 17.74 13.86 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Clearance of Slam Points * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 6.5 Sec. M. Heading = 315.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C L E A R A N C E S T A T I S T I C S +++ =============================================== Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Maximum Responses Based on a Multiplier of 3.720 Period Name Mean Dynamic Mean-Dyn Min Hs Slam/Hour Rel Vx Rel Vy Rel Vz ------- -------- --------- --------- --------- --------- --------- -------- -------- -------- 6.50 *D0811 62.83 20.78 42.05 42.32 0.00 8.40 11.68 18.07 *D0819 63.72 13.38 50.34 66.67 0.00 7.93 9.78 11.52 *D0871 62.83 14.79 48.03 59.46 0.00 6.03 7.60 13.44 *D0879 63.72 13.25 50.48 67.34 0.00 9.91 9.12 11.44 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Clearance of Slam Points * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 7.0 Sec. M. Heading = 315.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C L E A R A N C E S T A T I S T I C S +++ =============================================== Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Maximum Responses Based on a Multiplier of 3.720 Period Name Mean Dynamic Mean-Dyn Min Hs Slam/Hour Rel Vx Rel Vy Rel Vz ------- -------- --------- --------- --------- --------- --------- -------- -------- -------- 7.00 *D0811 62.83 20.33 42.50 43.27 0.00 7.95 10.96 17.11 *D0819 63.72 13.07 50.65 68.24 0.00 7.52 9.23 10.94 *D0871 62.83 14.06 48.77 62.57 0.00 5.67 7.19 12.47 *D0879 63.72 13.12 50.60 67.98 0.00 9.16 8.82 10.91 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Clearance of Slam Points * * Draft = 7.8 Feet Trim Angle = 0.57 Deg. GMT = 29.5 Feet * * Roll Gy. Radius = 37.2 Feet Pitch Gy. Radius = 96.4 Feet Yaw Gy. Radius = 92.7 Feet * * ISSC Height = 14.00 Feet Mean Period = 7.5 Sec. M. Heading = 315.0 Deg. * * S. Coef. = 200. Gamma = 1.0 * * * *************************************************************************************************************** +++ C L E A R A N C E S T A T I S T I C S +++ =============================================== Process is TRAN|A: Units Are Degrees, Feet, and Kips Unless Specified Maximum Responses Based on a Multiplier of 3.720 Period Name Mean Dynamic Mean-Dyn Min Hs Slam/Hour Rel Vx Rel Vy Rel Vz ------- -------- --------- --------- --------- --------- --------- -------- -------- -------- 7.50 *D0811 62.83 19.56 43.27 44.98 0.00 7.55 10.18 16.04 *D0819 63.72 12.50 51.23 71.38 0.00 7.10 8.64 10.26 *D0871 62.83 13.18 49.64 66.72 0.00 5.32 6.75 11.50 *D0879 63.72 12.71 51.01 70.19 0.00 8.43 8.46 10.29 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * 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} H000AT 1.33 H045AT 1.33 H090AT 1.33 H135AT 1.33 H180AT 1.33 H225AT 1.33 H270AT 1.33 H315AT 1.33 S000AT 1.33 S045AT 1.33 S090AT 1.33 S135AT 1.33 S180AT 1.33 S225AT 1.33 S270AT 1.33 S315AT 1.33 Y000AT 1.33 Y045AT 1.33 Y090AT 1.33 Y135AT 1.33 Y180AT 1.33 Y225AT 1.33 Y270AT 1.33 Y315AT 1.33 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Structural Post Processing Tiedowns * * * *************************************************************************************************************** +++ B E A M E N V E L O P E +++ ================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified Axial /----- Shear -----/ /---- Moments ----/ Pressure Element /-- Node Names -/ Class Load Y Z Torque Y Z -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- --------- TIE|0001 *D0631 *B0000 ~TIEDOWN -72.16 -0.05 -0.04 -1.02 -0.69 -0.47 0.0000 -193.78 -0.44 -0.74 -2.27 -9.90 -5.86 0.0000 TIE|0002 *D0631 *B0000 ~TIEDOWN -13.81 -0.19 -0.05 -1.10 -0.73 -0.67 0.0000 -100.36 -0.76 -0.80 -2.00 -10.82 -7.57 0.0000 TIE|0003 *D0631 *B0000 ~TIEDOWN -96.88 -0.11 -0.17 -0.33 -0.84 -0.82 0.0000 -171.92 -0.54 -0.84 -1.88 -11.49 -5.85 0.0000 TIE|0004 *D0631 *B0000 ~TIEDOWN -70.03 -0.03 -0.08 -0.27 -0.77 -0.77 0.0000 -136.38 -0.42 -0.92 -1.76 -10.29 -7.42 0.0000 TIE|0005 *D0633 *B0000 ~TIEDOWN -87.87 -0.05 -0.03 -0.93 -0.97 -0.44 0.0000 -168.67 -0.54 -0.68 -2.09 -9.68 -5.62 0.0000 TIE|0006 *D0633 *B0000 ~TIEDOWN -61.46 -0.09 -0.12 -0.71 -1.01 -0.84 0.0000 -139.96 -0.56 -0.73 -1.91 -10.36 -6.14 0.0000 TIE|0007 *D0633 *B0000 ~TIEDOWN -80.56 -0.07 -0.10 -0.62 -1.12 -0.82 0.0000 -176.39 -0.53 -0.64 -1.70 -10.27 -5.75 0.0000 TIE|0008 *D0633 *B0000 ~TIEDOWN -51.04 -0.02 -0.09 -0.86 -0.41 -0.29 0.0000 -115.11 -0.51 -0.76 -1.99 -9.13 -5.78 0.0000 TIE|0009 *D0635 *B0000 ~TIEDOWN -12.22 -0.19 -0.06 -0.98 -0.76 -0.41 0.0000 -98.70 -0.77 -0.82 -2.16 -11.14 -8.24 0.0000 TIE|0010 *D0635 *B0000 ~TIEDOWN -90.45 -0.05 -0.07 -0.99 -0.62 -0.34 0.0000 -177.92 -0.44 -0.81 -2.31 -11.28 -6.07 0.0000 TIE|0011 *D0635 *B0000 ~TIEDOWN -52.18 -0.05 -0.10 -0.15 -0.91 -0.62 0.0000 -150.32 -0.45 -0.97 -1.74 -11.69 -7.84 0.0000 TIE|0012 *D0635 *B0000 ~TIEDOWN -95.60 -0.10 -0.18 -0.19 -0.89 -0.97 0.0000 -165.53 -0.52 -0.87 -2.23 -11.74 -6.27 0.0000 TIE|0013 *D0637 *B0000 ~TIEDOWN -27.74 -0.09 -0.11 -0.45 -0.64 -0.30 0.0000 -135.03 -0.55 -0.74 -1.82 -10.58 -7.09 0.0000 TIE|0014 *D0637 *B0000 ~TIEDOWN -92.71 -0.04 -0.03 -0.69 -0.51 -0.57 0.0000 -162.08 -0.54 -0.73 -2.20 -10.40 -5.77 0.0000 TIE|0015 *D0637 *B0000 ~TIEDOWN -20.47 -0.03 -0.07 -0.45 -0.49 -0.41 0.0000 -110.44 -0.47 -0.82 -1.86 -10.21 -6.40 0.0000 TIE|0016 *D0637 *B0000 ~TIEDOWN -85.67 -0.03 -0.07 -0.25 -0.88 -0.37 0.0000 -168.02 -0.49 -0.67 -1.93 -10.46 -5.88 0.0000 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * 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 KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 0 /- 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 -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- TIE|0001 *D0631 *B0000 ~TIEDOWN H270AT 53.9 53.9 100.00 -7.43 -0.35 0.54 -0.09 -0.09 0.33 Eq. 3.3.1-2 1.048 1.048 23.94 35.91 35.91 19.15 19.15 -193.8 -2.2 -3.4 -0.4 -0.1 TIE|0002 *D0631 *B0000 ~TIEDOWN H045AT 53.9 53.9 0.00 -3.85 -1.74 1.22 -0.12 -0.12 0.21 Eq. 3.3.1-2 1.110 1.110 23.94 35.91 35.91 19.15 19.15 -100.4 -10.8 -7.6 -0.5 -0.8 TIE|0003 *D0631 *B0000 ~TIEDOWN H045AT 53.9 53.9 0.00 -6.57 -1.85 0.94 -0.15 -0.15 0.33 Eq. 3.3.1-2 1.063 1.063 23.94 35.91 35.91 19.15 19.15 -171.3 -11.5 -5.9 -0.3 -0.7 TIE|0004 *D0631 *B0000 ~TIEDOWN H315AT 53.9 53.9 0.00 -5.22 -1.43 0.83 -0.13 -0.13 0.26 Eq. 3.3.1-2 1.087 1.087 23.94 35.91 35.91 19.15 19.15 -136.0 -8.9 -5.1 -0.3 -0.5 TIE|0005 *D0633 *B0000 ~TIEDOWN H315AT 53.9 53.9 0.00 -6.47 -1.56 0.90 -0.10 -0.10 0.32 Eq. 3.3.1-2 1.065 1.065 23.94 35.91 35.91 19.15 19.15 -168.6 -9.7 -5.6 -0.3 -0.7 TIE|0006 *D0633 *B0000 ~TIEDOWN H045AT 53.9 53.9 0.00 -5.37 -1.67 0.99 -0.12 -0.12 0.27 Eq. 3.3.1-2 1.084 1.084 23.94 35.91 35.91 19.15 19.15 -140.0 -10.4 -6.1 -0.3 -0.7 TIE|0007 *D0633 *B0000 ~TIEDOWN H045AT 53.9 53.9 0.00 -6.75 -1.65 0.93 -0.13 -0.13 0.33 Eq. 3.3.1-2 1.060 1.060 23.94 35.91 35.91 19.15 19.15 -175.9 -10.3 -5.8 -0.3 -0.6 TIE|0008 *D0633 *B0000 ~TIEDOWN H315AT 53.9 53.9 0.00 -4.40 -1.33 0.78 -0.12 -0.12 0.22 Eq. 3.3.1-2 1.101 1.101 23.94 35.91 35.91 19.15 19.15 -114.8 -8.3 -4.8 -0.2 -0.5 TIE|0009 *D0635 *B0000 ~TIEDOWN H315AT 53.9 53.9 0.00 -3.79 -1.79 1.33 -0.14 -0.14 0.21 Eq. 3.3.1-2 1.111 1.111 23.94 35.91 35.91 19.15 19.15 -98.7 -11.1 -8.2 -0.5 -0.8 TIE|0010 *D0635 *B0000 ~TIEDOWN H045AT 53.9 53.9 0.00 -6.82 -1.66 0.98 -0.12 -0.12 0.34 Eq. 3.3.1-2 1.059 1.059 23.94 35.91 35.91 19.15 19.15 -177.9 -10.3 -6.1 -0.3 -0.7 TIE|0011 *D0635 *B0000 ~TIEDOWN H315AT 53.9 53.9 0.00 -5.58 -1.88 1.26 -0.14 -0.14 0.29 Eq. 3.3.1-2 1.080 1.080 23.94 35.91 35.91 19.15 19.15 -145.4 -11.7 -7.8 -0.5 -0.7 TIE|0012 *D0635 *B0000 ~TIEDOWN H315AT 53.9 53.9 0.00 -6.33 -1.89 1.01 -0.18 -0.18 0.32 Eq. 3.3.1-2 1.067 1.067 23.94 35.91 35.91 19.15 19.15 -165.0 -11.7 -6.3 -0.3 -0.7 TIE|0013 *D0637 *B0000 ~TIEDOWN H315AT 53.9 53.9 0.00 -5.18 -1.70 1.14 -0.13 -0.13 0.27 Eq. 3.3.1-2 1.087 1.087 23.94 35.91 35.91 19.15 19.15 -135.0 -10.6 -7.1 -0.4 -0.7 TIE|0014 *D0637 *B0000 ~TIEDOWN H045AT 53.9 53.9 0.00 -6.21 -1.57 0.93 -0.12 -0.12 0.31 Eq. 3.3.1-2 1.069 1.069 23.94 35.91 35.91 19.15 19.15 -162.0 -9.8 -5.8 -0.3 -0.7 TIE|0015 *D0637 *B0000 ~TIEDOWN H315AT 53.9 53.9 0.00 -4.22 -1.64 1.03 -0.15 -0.15 0.23 Eq. 3.3.1-2 1.104 1.104 23.94 35.91 35.91 19.15 19.15 -110.1 -10.2 -6.4 -0.3 -0.6 TIE|0016 *D0637 *B0000 ~TIEDOWN H315AT 53.9 53.9 0.00 -6.43 -1.68 0.95 -0.16 -0.16 0.32 Eq. 3.3.1-2 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * 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 KSI, Degrees, Feet, and Kips Unless Specified Results For Most Severe Load Case with Unity Ratio Greater Than 0 /- 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 -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- TIE|0016 *D0637 *B0000 ~TIEDOWN H315AT 1.066 1.066 23.94 35.91 35.91 19.15 19.15 -167.5 -10.5 -5.9 -0.3 -0.6 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * 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 Inches Class Property Name No Type A B C D E F G H TS Space -------- -- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- Nothing Was Resized \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Structural Post Processing Support Cans * * * *************************************************************************************************************** +++ 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 Support Cans} H000AC 1.33 H000AS 1.33 H000AU 1.00 H045AC 1.33 H045AS 1.33 H045AU 1.00 H090AC 1.33 H090AS 1.33 H090AU 1.00 H135AC 1.33 H135AS 1.33 H135AU 1.00 H180AC 1.33 H180AS 1.33 H180AU 1.00 H225AC 1.33 H225AS 1.33 H225AU 1.00 H270AC 1.33 H270AS 1.33 H270AU 1.00 H315AC 1.33 H315AS 1.33 H315AU 1.00 S000AC 1.33 S000AS 1.33 S000AU 1.00 S045AC 1.33 S045AS 1.33 S045AU 1.00 S090AC 1.33 S090AS 1.33 S090AU 1.00 S135AC 1.33 S135AS 1.33 S135AU 1.00 S180AC 1.33 S180AS 1.33 S180AU 1.00 S225AC 1.33 S225AS 1.33 S225AU 1.00 S270AC 1.33 S270AS 1.33 S270AU 1.00 S315AC 1.33 S315AS 1.33 S315AU 1.00 Y000AC 1.33 Y000AS 1.33 Y000AU 1.00 Y045AC 1.33 Y045AS 1.33 Y045AU 1.00 Y090AC 1.33 Y090AS 1.33 Y090AU 1.00 Y135AC 1.33 Y135AS 1.33 Y135AU 1.00 Y180AC 1.33 Y180AS 1.33 Y180AU 1.00 Y225AC 1.33 Y225AS 1.33 Y225AU 1.00 Y270AC 1.33 Y270AS 1.33 Y270AU 1.00 Y315AC 1.33 Y315AS 1.33 Y315AU 1.00 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Structural Post Processing Support Cans * * * *************************************************************************************************************** +++ B E A M L O A D S D E T A I L +++ ========================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified % Dist Axial /------ Shear -----/ /---- Bending ----/ Pressure Element /-- Node Names -/ Class Case From A Load Y Z Torque Y Z -------- -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- --------- --------- CAN|0001 *B0000 *D0405 ~CAN STILLA 0.03 -586.24 9.93 37.24 -24.68 -111.66 29.70 0.0000 50.01 -584.28 9.91 37.24 -24.68 -55.83 14.84 0.0000 100.00 -582.33 9.89 37.24 -24.68 0.00 0.00 0.0000 CAN|0002 *B0000 *D0407 ~CAN STILLA 0.03 -596.83 4.29 31.05 -11.89 -93.11 12.81 0.0000 50.01 -594.88 4.27 31.05 -11.89 -46.55 6.39 0.0000 100.00 -592.93 4.25 31.05 -11.89 0.00 0.00 0.0000 CAN|0003 *B0000 *D0401 ~CAN STILLA 0.03 -538.93 4.68 -33.76 2.73 101.22 13.97 0.0000 50.01 -536.98 4.66 -33.76 2.73 50.61 6.97 0.0000 100.00 -535.03 4.64 -33.76 2.73 0.00 0.00 0.0000 CAN|0004 *B0000 *D0403 ~CAN STILLA 0.03 -429.40 2.50 -34.53 -12.19 103.54 7.44 0.0000 50.01 -427.45 2.48 -34.53 -12.19 51.77 3.71 0.0000 100.00 -425.50 2.46 -34.53 -12.19 -0.00 0.00 0.0000 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Structural Post Processing Support Cans * * * *************************************************************************************************************** +++ B E A M E N V E L O P E +++ ================================= Units Are KSI, Degrees, Feet, and Kips Unless Specified Axial /----- Shear -----/ /---- Moments ----/ Pressure Element /-- Node Names -/ Class Load Y Z Torque Y Z -------- -------- -------- -------- --------- --------- --------- --------- --------- --------- --------- CAN|0001 *B0000 *D0405 ~CAN 400.13 115.37 269.83 147.55 620.97 345.59 0.0000 -1441.84 -93.35 -207.89 -191.83 -806.69 -279.43 0.0000 CAN|0002 *B0000 *D0407 ~CAN 447.46 119.15 289.82 50.73 725.92 356.71 0.0000 -1484.43 -106.58 -242.95 -72.80 -866.45 -318.97 0.0000 CAN|0003 *B0000 *D0401 ~CAN 431.44 101.91 204.34 162.32 792.49 305.23 0.0000 -1395.92 -91.25 -265.09 -155.06 -610.33 -273.13 0.0000 CAN|0004 *B0000 *D0403 ~CAN 578.64 111.11 223.20 29.54 852.40 332.60 0.0000 -1323.03 -102.21 -285.14 -58.18 -666.68 -305.87 0.0000 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Structural Post Processing Support Cans * * * *************************************************************************************************************** +++ 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 0 /- 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 -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- CAN|0001 *B0000 *D0405 ~CAN H270AS 1.8 1.8 0.03 -3.96 -1.89 -0.31 0.27 1.48 0.19 Eq. 3.3.1-4 1.176 1.176 28.64 35.91 35.91 19.15 19.15 -1441.8 -806.7 130.8 43.7 269.8 CAN|0002 *B0000 *D0407 ~CAN H270AS 1.8 1.8 0.03 -4.07 -2.03 -0.10 0.08 1.59 0.20 Eq. 3.3.1-4 1.176 1.176 28.64 35.91 35.91 19.15 19.15 -1484.4 -866.5 42.8 14.3 289.8 CAN|0003 *B0000 *D0401 ~CAN H090AS 1.8 1.8 0.03 -3.83 1.86 -0.28 0.24 -1.45 0.19 Eq. 3.3.1-4 1.176 1.176 28.64 35.91 35.91 19.15 19.15 -1395.9 792.5 120.8 40.4 -265.1 CAN|0004 *B0000 *D0403 ~CAN H090AS 1.8 1.8 0.03 -3.63 2.00 -0.08 0.06 -1.56 0.18 Eq. 3.3.1-4 1.176 1.176 28.64 35.91 35.91 19.15 19.15 -1323.0 852.4 35.0 11.6 -285.1 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm Deck * * Structural Post Processing Support Cans * * * *************************************************************************************************************** +++ 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 Inches Class Property Name No Type A B C D E F G H TS Space -------- -- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- Nothing Was Resized \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm 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 -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- -------- \ACONTENTS{Structural Post Processing Standard Elements} H000AC 1.33 H000AS 1.33 H045AC 1.33 H045AS 1.33 H090AC 1.33 H090AS 1.33 H135AC 1.33 H135AS 1.33 H180AC 1.33 H180AS 1.33 H225AC 1.33 H225AS 1.33 H270AC 1.33 H270AS 1.33 H315AC 1.33 H315AS 1.33 LOADOUTA 1.00 S000AC 1.33 S000AS 1.33 S045AC 1.33 S045AS 1.33 S090AC 1.33 S090AS 1.33 S135AC 1.33 S135AS 1.33 S180AC 1.33 S180AS 1.33 S225AC 1.33 S225AS 1.33 S270AC 1.33 S270AS 1.33 S315AC 1.33 S315AS 1.33 Y000AC 1.33 Y000AS 1.33 Y045AC 1.33 Y045AS 1.33 Y090AC 1.33 Y090AS 1.33 Y135AC 1.33 Y135AS 1.33 Y180AC 1.33 Y180AS 1.33 Y225AC 1.33 Y225AS 1.33 Y270AC 1.33 Y270AS 1.33 Y315AC 1.33 Y315AS 1.33 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm 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 -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 00100864 *D0864 *D0010 ~CG6 H270AS 35.9 11.9 100.00 8.43 24.61 -0.96 -0.04 3.27 1.10 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 644.7 1957.3 10.6 -1.9 91.8 07010730 *D0701 *D0730 ~SC1 H090AS 25.0 42.5 0.01 -1.57 5.85 -41.44 0.73 -0.67 1.42 Eq H1-3 1.171 1.160 25.26 28.73 35.91 19.15 19.15 -31.6 75.1 54.2 7.7 -6.3 07030732 *D0703 *D0732 ~SC1 H270AS 25.0 42.5 0.01 -1.46 -0.49 -43.17 0.76 -0.22 1.28 Eq H1-3 1.171 1.161 25.26 28.73 35.91 19.15 19.15 -29.3 -6.3 56.5 8.0 -2.0 07050736 *D0705 *D0736 ~SC1 H270AS 25.0 42.5 0.01 -1.07 5.89 40.95 -0.72 -0.67 1.39 Eq H1-3 1.173 1.165 25.26 28.73 35.91 19.15 19.15 -21.5 75.7 -53.6 -7.6 -6.2 07070738 *D0707 *D0738 ~SC1 H270AS 25.0 42.5 0.01 -1.03 -0.84 -43.36 0.76 -0.15 1.28 Eq H1-3 1.173 1.166 25.26 28.73 35.91 19.15 19.15 -20.6 -10.8 56.8 7.9 -1.4 00100707 *D0707 *D0010 ~SD1 H270AS 29.3 29.3 100.00 -18.87 14.73 1.69 0.35 0.67 1.12 Eq. 3.3.1-2 1.081 1.081 25.89 34.91 34.91 18.62 18.62 -678.2 160.6 -18.4 0.8 12.0 07010802 *D0701 *D0802 ~SD3 H090AC 33.1 33.1 100.00 -21.83 -9.61 0.28 -0.21 -0.37 1.12 Eq. 3.3.1-2 1.035 1.035 25.54 34.91 34.91 18.62 18.62 -463.0 -55.3 -1.6 0.2 -3.9 07030825 *D0703 *D0825 ~SD3 H090AC 33.1 33.1 100.00 -24.50 -11.74 -0.89 -0.35 -0.46 1.29 Eq. 3.3.1-2 1.018 1.018 25.54 34.91 34.91 18.62 18.62 -519.6 -67.6 5.2 -0.8 -4.8 07050804 *D0705 *D0804 ~SD4 H270AS 28.8 28.8 100.00 -21.37 -10.40 -0.32 0.19 0.60 1.10 Eq. 3.3.1-2 1.071 1.071 25.93 34.91 34.91 18.62 18.62 -520.2 -79.3 2.5 -0.5 7.2 00020701 *D0002 *D0701 ~TRB H270AC 54.7 54.7 100.00 -19.69 -6.55 1.29 -0.02 -0.22 1.05 Eq. 3.3.1-2 0.828 0.828 23.85 35.91 35.91 19.15 19.15 -541.3 -63.9 -12.6 -0.2 -3.0 00020705 *D0002 *D0705 ~TRB H090AS 54.7 54.7 100.00 -19.31 6.58 -1.79 -0.06 0.31 1.04 Eq. 3.3.1-2 0.835 0.835 23.85 35.91 35.91 19.15 19.15 -530.7 64.2 17.5 -0.8 4.3 00040607 *D0607 *D0004 ~TRB H270AS 54.7 54.7 100.00 -21.39 3.02 0.49 0.06 0.18 1.00 Eq. 3.3.1-2 0.798 0.798 23.85 35.91 35.91 19.15 19.15 -587.9 29.5 -4.8 0.2 2.5 00040703 *D0004 *D0703 ~TRB H270AS 54.7 54.7 100.00 -21.34 -7.34 -0.23 0.13 0.23 1.15 Eq. 3.3.1-2 0.799 0.799 23.85 35.91 35.91 19.15 19.15 -586.5 -71.6 2.2 -0.3 3.2 00040707 *D0004 *D0707 ~TRB H090AS 54.7 54.7 100.00 -20.79 8.58 -0.45 -0.09 0.39 1.17 Eq. 3.3.1-2 0.808 0.808 23.85 35.91 35.91 19.15 19.15 -571.4 83.6 4.4 -0.3 5.4 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm 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 -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 00190835 *D0019 *D0835 ~C12 H270AS 15.7 15.0 100.00 7.51 1.52 0.57 -0.00 -0.10 0.33 Eq H1-3 1.000 1.000 28.73 28.73 28.73 19.15 19.15 45.7 -2.7 -0.1 -0.0 -0.3 08010811 *D0801 *D0811 ~C12 H270AC 14.8 85.3 100.00 -7.68 -1.62 -5.77 -0.07 -0.06 0.68 Eq H1-1 1.167 0.846 19.63 28.73 28.73 19.15 19.15 -46.8 -2.9 0.9 -0.2 -0.2 08310843 *D0831 *D0843 ~C12 H270AC 16.6 95.7 100.00 -10.68 1.18 0.67 -0.00 -0.08 0.67 Eq H1-1 1.159 0.597 17.98 28.73 28.73 19.15 19.15 -65.1 -2.1 -0.1 -0.0 -0.3 08430851 *D0843 *D0851 ~C12 H090AC 16.6 95.7 0.00 -10.62 1.04 0.81 0.00 0.06 0.67 Eq H1-1 1.159 0.601 17.98 28.73 28.73 19.15 19.15 -64.7 -1.9 -0.1 0.0 0.2 08510873 *D0873 *D0851 ~C12 H090AS 15.7 15.0 0.00 11.30 1.32 0.18 0.00 0.09 0.45 Eq H1-3 1.000 1.000 28.73 28.73 28.73 19.15 19.15 68.8 -2.4 -0.0 0.0 0.3 08550873 *D0873 *D0855 ~C12 H135AS 15.7 15.0 0.00 6.31 -1.21 -0.43 0.00 -0.11 0.28 Eq H1-3 1.000 1.000 28.73 28.73 28.73 19.15 19.15 38.4 2.2 0.1 0.0 -0.3 08590877 *D0877 *D0859 ~C12 H270AC 14.4 15.0 0.00 -24.24 2.61 0.36 0.00 0.01 0.96 Eq H1-1 1.147 1.144 27.78 28.73 28.73 19.15 19.15 -147.6 -4.7 -0.1 0.0 0.0 08550877 *D0855 *D0877 ~C13 H270AS 15.5 15.7 100.00 -13.43 -1.51 -0.62 -0.00 -0.01 0.55 Eq H1-1 1.157 1.157 27.73 28.73 28.73 19.15 19.15 -118.5 -3.4 0.1 -0.0 -0.1 00170742 *D0017 *D0742 ~C6 H270AS 8.6 37.5 0.01 0.30 -0.57 3.46 -0.04 0.05 0.15 Eq H1-3 1.000 1.000 28.73 28.73 28.73 19.15 19.15 0.7 -0.2 -0.1 -0.1 0.1 00170772 *D0772 *D0017 ~C6 H270AS 5.4 23.7 0.02 2.39 0.60 -1.99 -0.03 -0.07 0.17 Eq H1-3 1.000 1.000 28.73 28.73 28.73 19.15 19.15 5.7 0.2 0.1 -0.0 -0.1 07120721 *D0721 *D0712 ~C6 H090AS 5.4 23.7 100.00 2.42 0.67 1.61 0.03 0.08 0.16 Eq H1-3 1.000 1.000 28.73 28.73 28.73 19.15 19.15 5.8 0.2 -0.1 0.0 0.1 07210742 *D0742 *D0721 ~C6 H090AS 8.6 37.5 100.00 0.72 -0.62 3.13 0.04 -0.05 0.16 Eq H1-3 1.000 1.000 28.73 28.73 28.73 19.15 19.15 1.7 -0.2 -0.1 0.1 -0.1 08060831 *D0831 *D0806 ~CD0 H090AS 2.2 8.8 0.03 0.20 12.82 0.78 -0.01 -2.63 0.43 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 13.6 892.9 -7.4 -0.5 -66.7 08090851 *D0851 *D0809 ~CD0 H270AS 2.2 8.8 0.03 0.26 12.56 -0.70 0.01 -2.63 0.43 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 17.8 874.8 6.7 0.5 -66.7 00190023 *D0019 *D0023 ~CD1 H090AS 18.9 109.2 0.01 0.89 1.97 5.72 -0.16 -0.26 0.26 Eq H1-3 1.000 1.000 28.73 28.73 35.91 19.15 19.15 39.2 82.7 -21.5 -3.6 -5.4 00190029 *D0029 *D0019 ~CD1 H045AC 18.9 109.2 100.00 -0.32 3.51 -2.69 -0.03 -0.27 0.25 Eq H1-3 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm 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 -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 00190029 *D0029 *D0019 ~CD1 H045AC 1.176 1.154 15.66 22.89 35.91 19.15 19.15 -14.2 -147.4 -10.1 -0.6 -5.7 00230054 *D0023 *D0054 ~CD1 H090AC 18.9 109.2 0.03 -0.96 0.39 -0.78 -0.01 -0.14 0.10 Eq H1-3 1.174 1.109 15.66 31.60 35.91 19.15 19.15 -42.4 -16.4 -2.9 -0.3 -3.0 00290036 *D0036 *D0029 ~CD1 H270AS 18.9 109.2 0.00 -0.19 -5.56 5.51 -0.06 -0.94 0.41 Eq H1-3 1.176 1.163 15.66 22.89 35.91 19.15 19.15 -8.6 233.5 20.7 -1.5 -20.0 00360819 *D0819 *D0036 ~CD1 H270AS 18.9 109.2 100.00 0.04 -4.00 9.00 -0.18 0.41 0.39 Eq H1-3 1.000 1.000 28.73 28.73 35.91 19.15 19.15 1.9 168.3 33.8 -4.1 8.7 00540066 *D0054 *D0066 ~CD1 H090AC 18.9 109.2 0.09 -0.96 0.17 -0.53 -0.02 -0.12 0.08 Eq H1-3 1.174 1.109 15.66 31.60 35.91 19.15 19.15 -42.4 -7.1 -2.0 -0.4 -2.6 00660811 *D0066 *D0811 ~CD1 H090AC 18.9 109.2 0.02 -0.96 -0.08 0.43 -0.02 -0.12 0.08 Eq H1-3 1.174 1.109 15.66 31.60 35.91 19.15 19.15 -42.4 -3.5 -1.6 -0.4 -2.5 08710873 *D0873 *D0871 ~CD1 H090AS 18.9 109.2 0.00 0.02 -3.37 -4.90 -0.13 -0.41 0.25 Eq H1-3 1.000 1.000 28.73 28.73 35.91 19.15 19.15 1.0 141.4 -18.4 -2.9 -8.8 08730875 *D0875 *D0873 ~CD1 H135AS 18.9 109.2 100.00 -0.48 -8.08 -2.36 0.06 1.23 0.35 Eq H1-3 1.175 1.142 15.66 31.60 35.91 19.15 19.15 -21.4 339.6 -8.9 1.4 26.0 08750877 *D0877 *D0875 ~CD1 H315AS 16.8 97.1 0.00 -0.57 -9.67 3.55 0.09 -1.32 0.52 Eq H1-3 1.176 1.144 17.74 24.79 35.91 19.15 19.15 -25.4 406.3 13.4 2.0 -28.0 08770879 *D0879 *D0877 ~CD1 H270AS 16.8 97.1 100.00 -0.04 -4.50 8.16 -0.17 0.52 0.41 Eq H1-3 1.176 1.174 17.74 24.79 35.91 19.15 19.15 -1.8 189.2 30.7 -3.9 11.0 00240032 *D0024 *D0032 ~CD3 H090AS 16.1 64.4 100.00 0.35 1.99 -0.57 0.05 0.70 0.09 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 23.7 138.8 -5.5 2.1 17.8 00240040 *D0040 *D0024 ~CD3 H090AS 16.1 64.4 100.00 0.40 1.47 0.14 0.01 0.58 0.06 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 26.8 102.4 -1.3 0.6 14.7 00300032 *D0032 *D0030 ~CD3 H090AS 16.1 64.4 100.00 0.32 2.92 -1.32 0.05 0.85 0.14 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 21.8 203.5 -12.6 2.2 21.5 00300831 *D0030 *D0831 ~CD3 H135AS 16.1 64.4 100.00 0.21 3.69 3.14 0.11 1.04 0.21 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 14.1 257.2 -29.9 4.4 26.5 00400067 *D0067 *D0040 ~CD3 H090AS 16.1 64.4 100.00 0.43 0.69 0.10 0.01 0.39 0.04 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 29.3 48.3 1.0 0.4 9.8 00420067 *D0042 *D0067 ~CD3 H270AS 16.1 64.4 50.02 0.46 -0.48 -0.35 0.01 0.23 0.04 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm 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 -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 00420067 *D0042 *D0067 ~CD3 H270AS 30.8 -33.5 3.3 0.4 5.8 00420811 *D0811 *D0042 ~CD3 H270AS 16.1 64.4 100.00 0.47 -0.38 0.41 0.01 0.16 0.04 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 31.7 -26.2 3.9 0.4 4.0 08510871 *D0851 *D0871 ~CD3 H090AS 16.1 64.4 0.00 0.17 3.04 -1.92 -0.04 -0.96 0.16 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 11.2 211.8 -18.3 -1.5 -24.3 08060840 *D0806 *D0840 ~CD4 H090AS 11.0 48.5 0.01 0.19 10.40 -0.67 -0.01 -1.94 0.35 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 12.5 724.6 -6.3 -0.4 -49.3 08090842 *D0809 *D0842 ~CD4 H270AS 11.0 48.5 0.01 0.25 10.17 0.60 0.01 -1.95 0.35 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 16.6 707.9 5.7 0.3 -49.4 08290830 *D0829 *D0830 ~CD5 H090AS 18.9 3.6 0.02 1.00 5.22 2.35 0.09 1.22 0.27 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 44.0 -219.3 8.8 1.9 25.9 08290849 *D0849 *D0829 ~CD5 H270AS 18.9 7.3 100.00 0.82 5.26 1.56 -0.03 1.13 0.24 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 36.1 -220.9 5.9 -0.8 23.9 08490869 *D0869 *D0849 ~CD5 H090AS 18.9 7.3 0.01 1.18 5.24 1.40 0.03 -1.18 0.25 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 52.2 -220.2 5.3 0.7 -25.1 08690870 *D0870 *D0869 ~CD5 H090AS 18.9 3.6 100.00 1.17 5.24 2.02 -0.08 -1.19 0.26 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 51.8 -220.2 7.6 -1.8 -25.3 08190839 *D0839 *D0819 ~CD6 H270AS 33.6 19.4 0.00 0.23 -6.58 5.53 0.08 -1.21 0.37 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 10.2 276.6 20.8 1.9 -25.7 08300839 *D0839 *D0830 ~CD6 H090AS 9.4 10.9 0.01 0.86 -14.33 5.29 0.09 -2.09 0.63 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 38.1 602.2 19.9 2.0 -44.3 08590870 *D0859 *D0870 ~CD6 H090AS 9.4 10.9 0.01 1.33 -14.33 -4.87 -0.08 -2.31 0.64 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 58.6 602.2 -18.3 -1.8 -49.0 08590879 *D0859 *D0879 ~CD6 H090AS 33.6 19.4 0.00 -0.27 -5.07 3.54 -0.06 -1.06 0.27 Eq H1-3 1.175 1.176 26.18 31.60 35.91 19.15 19.15 -11.8 213.3 13.3 -1.3 -22.5 08730874 *D0873 *D0874 ~CD7 H225AS 16.0 31.8 0.01 -0.04 0.93 1.37 -0.05 -0.49 0.07 Eq H1-3 1.176 1.176 26.35 31.60 35.91 19.15 19.15 -2.7 74.3 -15.0 -2.5 -13.9 08750876 *D0875 *D0876 ~CD7 H225AS 16.0 31.8 0.01 0.09 1.40 1.01 -0.06 -0.78 0.08 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 6.6 111.5 -11.0 -2.9 -21.9 08770878 *D0877 *D0878 ~CD7 H135AS 16.0 31.8 0.01 0.04 0.89 1.21 -0.04 -0.47 0.06 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 2.9 70.9 -13.2 -2.1 -13.2 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm 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 -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 00100866 *D0866 *D0010 ~CD8 H225AS 41.5 29.6 100.00 -0.29 5.22 -9.25 -0.31 0.60 0.43 Eq H1-3 1.173 1.175 25.36 31.60 35.91 19.15 19.15 -3.1 24.6 5.4 -1.9 2.7 08250826 *D0826 *D0825 ~CD8 H270AS 41.5 29.6 100.00 -0.16 4.33 -10.74 -0.35 0.59 0.44 Eq H1-3 1.175 1.176 25.36 31.60 35.91 19.15 19.15 -1.7 20.4 6.3 -2.1 2.6 08260827 *D0827 *D0826 ~CD8 H270AS 41.5 59.2 100.00 -0.06 2.33 -9.11 -0.25 0.33 0.34 Eq H1-3 1.176 1.175 23.28 28.73 35.91 19.15 19.15 -0.7 10.9 5.3 -1.5 1.5 08260846 *D0846 *D0826 ~CD8 H270AS 13.8 59.2 0.01 0.02 -1.29 -9.67 0.27 0.15 0.31 Eq H1-3 1.000 1.000 28.73 28.73 35.91 19.15 19.15 0.2 -6.1 5.7 1.6 0.6 08270828 *D0828 *D0827 ~CD8 H270AC 41.5 59.2 0.01 -0.20 -0.65 6.22 -0.11 -0.06 0.20 Eq H1-3 1.174 1.172 23.28 28.73 35.91 19.15 19.15 -2.1 -3.1 -3.6 -0.7 -0.3 08270847 *D0847 *D0827 ~CD8 H270AC 13.8 59.2 100.00 -0.01 -0.00 12.40 -0.22 0.07 0.35 Eq H1-3 1.176 1.176 23.28 28.73 35.91 19.15 19.15 -0.1 -0.0 -7.2 -1.3 0.3 08280829 *D0829 *D0828 ~CD8 H045AC 41.5 29.6 0.02 -0.12 -0.12 7.83 -0.27 -0.20 0.23 Eq H1-3 1.175 1.176 25.36 31.60 35.91 19.15 19.15 -1.2 -0.5 -4.6 -1.6 -0.9 08280848 *D0848 *D0828 ~CD8 H090AS 13.8 59.2 0.01 -0.04 -0.83 -5.67 0.16 0.08 0.19 Eq H1-3 1.176 1.176 23.28 28.73 35.91 19.15 19.15 -0.5 -3.9 3.3 1.0 0.3 08450846 *D0846 *D0845 ~CD8 H270AS 41.5 29.6 100.00 0.02 0.26 -10.98 -0.44 -0.17 0.31 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 0.2 1.2 6.4 -2.7 -0.8 08460847 *D0847 *D0846 ~CD8 H270AS 41.5 59.2 100.00 0.02 0.69 -13.65 -0.37 0.08 0.40 Eq H1-3 1.000 1.000 28.73 28.73 35.91 19.15 19.15 0.2 3.3 8.0 -2.2 0.3 08460866 *D0866 *D0846 ~CD8 H270AS 13.8 59.2 100.00 0.04 -1.29 9.44 0.26 -0.14 0.31 Eq H1-3 1.000 1.000 28.73 28.73 35.91 19.15 19.15 0.4 -6.1 -5.5 1.5 -0.6 08470848 *D0848 *D0847 ~CD8 H270AS 41.5 59.2 0.01 0.02 0.35 9.70 -0.21 -0.03 0.28 Eq H1-3 1.000 1.000 28.73 28.73 35.91 19.15 19.15 0.2 1.6 -5.7 -1.3 -0.1 08470867 *D0867 *D0847 ~CD8 H270AS 13.8 59.2 0.01 -0.01 -0.00 -12.73 0.31 -0.11 0.35 Eq H1-3 1.176 1.176 23.28 28.73 35.91 19.15 19.15 -0.1 -0.0 7.4 1.8 -0.5 08480849 *D0849 *D0848 ~CD8 H090AS 41.5 29.6 0.02 0.02 -0.01 4.14 -0.15 0.09 0.12 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 0.2 -0.1 -2.4 -0.9 0.4 08480868 *D0868 *D0848 ~CD8 H090AS 13.8 59.2 100.00 -0.01 -0.83 5.32 0.15 -0.08 0.18 Eq H1-3 1.176 1.176 23.28 28.73 35.91 19.15 19.15 -0.1 -3.9 -3.1 0.9 -0.3 08660867 *D0867 *D0866 ~CD8 H270AS 41.5 59.2 100.00 -0.04 3.42 -9.84 -0.26 0.37 0.40 Eq H1-3 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm 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 -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 08660867 *D0867 *D0866 ~CD8 H270AS 1.176 1.176 23.28 28.73 35.91 19.15 19.15 -0.5 16.1 5.8 -1.6 1.6 08670868 *D0868 *D0867 ~CD8 H270AC 41.5 59.2 0.01 -0.11 -0.68 6.65 -0.12 -0.04 0.21 Eq H1-3 1.175 1.174 23.28 28.73 35.91 19.15 19.15 -1.2 -3.2 -3.9 -0.7 -0.2 08680869 *D0869 *D0868 ~CD8 H225AC 41.5 29.6 0.02 -0.14 -0.15 6.19 -0.20 -0.16 0.18 Eq H1-3 1.175 1.176 25.36 31.60 35.91 19.15 19.15 -1.5 -0.7 -3.6 -1.2 -0.7 08740876 *D0874 *D0876 ~CD8 H270AC 41.5 177.6 100.00 -0.01 -2.51 3.49 0.01 -0.04 0.32 Eq H1-3 1.176 1.174 6.30 11.19 35.91 19.15 19.15 -0.1 -11.8 -2.0 0.0 -0.2 08760878 *D0876 *D0878 ~CD8 H045AS 41.5 177.6 0.00 -0.06 -2.57 -1.82 0.06 -0.09 0.29 Eq H1-3 1.176 1.166 6.30 11.19 35.91 19.15 19.15 -0.6 -12.1 1.1 0.3 -0.4 08400841 *D0840 *D0841 ~CD9 H270AS 12.6 36.4 0.01 0.07 7.28 0.65 -0.02 -1.58 0.25 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 3.2 -305.8 2.4 -0.4 -33.5 08410842 *D0842 *D0841 ~CD9 H090AS 12.6 36.4 0.01 0.25 6.84 -0.74 0.02 -1.60 0.25 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 10.8 -287.5 -2.8 0.4 -34.0 00290061 *D0061 *D0029 ~CG0 H090AS 31.9 63.6 0.03 0.07 1.23 0.32 0.01 -1.15 0.06 Shear 1.000 1.000 28.73 31.60 35.91 19.15 19.15 5.6 97.6 -3.6 0.4 -32.4 00570058 *D0057 *D0058 ~CG0 H090AS 31.9 63.6 0.03 0.27 8.66 -0.64 0.02 -2.01 0.30 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 20.9 688.8 7.0 1.2 -56.4 00570835 *D0835 *D0057 ~CG0 H090AS 31.9 63.6 0.03 0.32 11.14 -1.02 0.03 -2.22 0.39 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 24.7 885.7 11.2 1.3 -62.3 00580059 *D0058 *D0059 ~CG0 H090AS 31.9 63.6 0.03 0.22 6.43 -0.31 0.02 -1.80 0.22 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 17.1 511.3 3.4 1.0 -50.4 00590060 *D0059 *D0060 ~CG0 H090AS 31.9 63.6 0.03 0.17 4.45 -0.04 0.02 -1.59 0.15 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 13.3 353.5 0.5 0.8 -44.5 00600061 *D0060 *D0061 ~CG0 H090AS 31.9 63.6 0.03 0.12 2.71 0.17 0.01 -1.37 0.09 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 9.4 215.5 -1.9 0.6 -38.4 08030839 *D0839 *D0803 ~CG1 H270AS 11.5 62.4 100.00 -0.68 -11.03 13.74 -0.36 3.04 0.81 Eq H1-3 1.176 1.161 22.88 27.66 35.91 15.64 19.15 -51.6 1253.6 154.7 -16.4 95.1 08070859 *D0859 *D0807 ~CG1 H270AS 11.5 62.4 100.00 -1.25 -9.09 12.10 -0.33 2.57 0.72 Eq H1-3 1.175 1.148 22.88 27.66 35.91 15.64 19.15 -95.2 1032.9 136.2 -14.8 80.3 08030837 *D0803 *D0837 ~CG2 H315AS 22.1 39.8 0.01 -1.56 -7.26 3.71 0.11 -1.44 0.39 Eq H1-3 1.172 1.162 25.54 31.60 35.91 16.00 19.15 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm 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 -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 08030837 *D0803 *D0837 ~CG2 H315AS -118.9 825.1 41.8 4.7 -45.1 08070857 *D0807 *D0857 ~CG2 H045AS 22.1 39.8 0.01 -1.99 -7.29 3.33 0.08 -1.49 0.40 Eq H1-3 1.171 1.158 25.54 31.60 35.91 16.00 19.15 -151.7 828.4 37.4 3.7 -46.4 08330835 *D0835 *D0833 ~CG2 H135AS 25.0 22.5 100.00 -0.84 -10.45 -0.98 0.04 6.18 0.39 Eq H1-3 1.173 1.174 26.97 31.60 35.91 17.22 19.15 -64.3 1187.4 -11.1 1.8 193.2 08350837 *D0837 *D0835 ~CG2 H135AC 25.0 22.5 0.01 -0.63 8.36 -1.05 -0.04 -2.81 0.32 Eq H1-3 1.174 1.175 26.97 31.60 35.91 17.22 19.15 -48.1 -949.8 -11.8 -1.6 -88.0 08530855 *D0855 *D0853 ~CG2 H225AS 25.0 22.5 100.00 -1.25 -10.65 1.01 -0.00 6.34 0.41 Eq H1-3 1.172 1.173 26.97 31.60 35.91 17.22 19.15 -95.2 1210.8 11.3 -0.0 198.3 08550857 *D0857 *D0855 ~CG2 H225AC 25.0 22.5 0.01 -0.76 8.84 -1.24 -0.03 -2.82 0.34 Eq H1-3 1.174 1.174 26.97 31.60 35.91 17.22 19.15 -58.0 -1005.0 -13.9 -1.3 -88.3 08010833 *D0833 *D0801 ~CG3 H135AS 22.1 39.8 0.01 2.89 -10.22 0.61 0.03 -1.04 0.44 Eq H1-3 1.000 1.000 28.73 31.60 35.91 16.00 19.15 220.3 1161.1 6.9 1.4 -32.5 08050853 *D0853 *D0805 ~CG3 H225AS 22.1 39.8 0.01 2.56 -10.41 -0.33 0.01 -1.04 0.43 Eq H1-3 1.000 1.000 28.73 31.60 35.91 16.00 19.15 195.3 1183.3 -3.8 0.6 -32.5 08010831 *D0801 *D0831 ~CG4 H045AS 11.9 67.7 0.00 0.61 -7.18 -3.49 -0.10 -1.97 0.37 Eq H1-3 1.000 1.000 28.73 28.73 35.91 15.64 19.15 46.2 815.8 -39.3 -4.4 -61.5 08050851 *D0805 *D0851 ~CG4 H090AS 11.9 67.7 0.00 0.87 -5.89 -5.10 -0.15 -1.73 0.38 Eq H1-3 1.000 1.000 28.73 28.73 35.91 15.64 19.15 66.1 669.4 -57.4 -6.5 -54.2 08050873 *D0805 *D0873 ~CG5 H270AS 14.6 58.0 0.00 2.49 6.96 0.52 -0.02 -2.14 0.32 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 190.2 553.1 -5.7 -0.9 -60.1 08070877 *D0807 *D0877 ~CG5 H090AS 14.6 58.0 100.00 4.57 -10.91 0.81 0.02 -2.65 0.53 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 349.3 -867.7 -8.9 1.1 -74.3 00100015 *D0010 *D0015 ~CG6 H270AS 35.9 11.9 0.02 1.61 26.84 0.40 0.00 -9.96 0.92 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 123.4 2134.7 -4.4 0.2 -279.3 00150845 *D0015 *D0845 ~CG6 H270AS 35.9 11.9 0.02 1.68 13.83 0.42 -0.00 -9.73 0.51 Shear 1.000 1.000 28.73 31.60 35.91 19.15 19.15 128.5 1099.6 -4.6 -0.1 -272.8 00160803 *D0803 *D0016 ~CG6 H270AC 30.3 30.2 100.00 -3.19 -17.54 0.05 0.00 -1.98 0.68 Eq H1-3 1.159 1.159 26.49 31.60 35.91 19.15 19.15 -244.3 -1395.1 -0.6 0.0 -55.6 00160824 *D0016 *D0824 ~CG6 H270AC 30.3 30.2 100.00 -3.26 -20.02 0.43 0.00 -1.78 0.77 Eq H1-3 1.159 1.159 26.49 31.60 35.91 19.15 19.15 -249.5 -1592.1 -4.8 0.2 -49.8 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm 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 -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 08010802 *D0801 *D0802 ~CG6 H270AC 10.6 42.1 100.00 -3.39 -19.11 -0.12 -0.01 -1.54 0.74 Eq H1-3 1.174 1.141 25.29 31.60 35.91 19.15 19.15 -259.3 -1519.5 1.3 -0.7 -43.0 08020843 *D0802 *D0843 ~CG6 H270AS 6.0 23.8 0.01 0.98 -20.14 0.13 -0.01 -6.34 0.68 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 75.3 -1601.9 -1.5 -0.3 -177.7 08040805 *D0805 *D0804 ~CG6 H270AS 10.6 42.1 100.00 4.79 19.61 0.34 0.01 2.04 0.80 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 366.6 1559.5 -3.7 0.6 57.2 08040843 *D0804 *D0843 ~CG6 H270AS 6.0 23.8 0.01 0.37 21.03 0.23 -0.01 -8.18 0.68 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 28.2 1672.3 -2.5 -0.4 -229.3 08070862 *D0807 *D0862 ~CG6 H270AS 27.5 18.3 100.00 8.30 16.58 0.34 -0.04 2.80 0.82 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 634.6 1318.2 -3.7 -2.0 78.4 08200825 *D0820 *D0825 ~CG6 H270AS 35.9 11.9 100.00 1.91 -23.45 -0.33 -0.00 -9.07 0.82 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 146.4 -1864.5 3.6 -0.2 -254.3 08200845 *D0845 *D0820 ~CG6 H270AC 35.9 11.9 0.02 -1.39 -1.79 0.05 -0.00 -9.51 0.50 Shear 1.166 1.175 25.95 31.60 35.91 19.15 19.15 -106.6 -142.6 -0.6 -0.1 -266.6 08240825 *D0825 *D0824 ~CG6 H270AC 35.9 11.9 0.02 -3.33 -22.23 -0.17 0.01 -0.87 0.84 Eq H1-3 1.151 1.174 25.95 31.60 35.91 19.15 19.15 -254.8 -1767.4 1.8 0.3 -24.3 08620864 *D0862 *D0864 ~CG6 H270AS 35.9 11.9 100.00 8.36 20.44 -0.32 -0.04 3.04 0.95 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 639.6 1625.3 3.5 -1.9 85.2 08350836 *D0836 *D0835 ~CG7 H135AS 35.9 47.7 100.00 0.13 7.99 -4.72 -0.15 1.95 0.39 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 9.8 635.2 51.9 -6.9 54.6 08360844 *D0844 *D0836 ~CG7 H225AS 35.9 23.8 50.01 0.17 -1.93 2.13 -0.03 0.63 0.13 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 12.6 -153.7 -23.4 -1.4 17.8 08440856 *D0856 *D0844 ~CG7 H135AS 35.9 23.8 50.01 0.26 -1.85 2.25 -0.02 -0.64 0.13 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 19.9 -147.4 -24.7 -0.8 -18.0 08550856 *D0855 *D0856 ~CG7 H225AS 35.9 47.7 0.01 0.33 8.77 -3.97 0.14 -2.04 0.40 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 25.3 697.6 43.5 6.6 -57.2 08550875 *D0875 *D0855 ~CG7 H270AS 31.9 63.6 100.00 0.49 11.49 -1.75 -0.04 2.08 0.47 Eq H1-3 1.000 1.000 28.73 28.73 35.91 19.15 19.15 37.1 913.8 19.3 -2.0 58.2 00360803 *D0803 *D0036 ~CG8 H225AS 14.6 58.0 0.00 -0.46 6.76 -2.78 0.10 -1.98 0.31 Eq H1-3 1.176 1.167 23.43 31.60 35.91 19.15 19.15 -35.3 537.2 30.6 4.9 -55.4 00190041 *D0041 *D0019 ~CG9 H270AC 13.9 39.6 100.00 -0.63 -2.70 0.31 -0.00 -1.57 0.12 Eq H1-3 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm 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 -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 00190041 *D0041 *D0019 ~CG9 H270AC 1.176 1.171 25.56 31.60 35.91 19.15 19.15 -64.3 -311.6 -7.2 -0.2 -38.5 00250031 *D0025 *D0031 ~CG9 H225AS 13.9 39.6 0.03 -0.51 6.17 -1.18 0.06 -3.05 0.25 Eq H1-3 1.176 1.172 25.56 31.60 35.91 19.15 19.15 -51.8 713.1 27.7 5.0 -74.9 00250801 *D0801 *D0025 ~CG9 H225AS 13.9 39.6 0.05 -0.52 7.22 -1.52 0.07 -3.19 0.29 Eq H1-3 1.176 1.172 25.56 31.60 35.91 19.15 19.15 -52.7 834.2 35.8 5.4 -78.4 00310033 *D0031 *D0033 ~CG9 H225AS 13.9 39.6 0.03 -0.49 4.13 -0.57 0.05 -2.76 0.17 Eq H1-3 1.176 1.172 25.56 31.60 35.91 19.15 19.15 -49.9 476.7 13.5 4.0 -67.7 00330037 *D0033 *D0037 ~CG9 H225AC 13.9 39.6 0.03 -0.47 0.77 0.08 -0.01 -2.46 0.13 Shear 1.176 1.172 25.56 31.60 35.91 19.15 19.15 -48.1 89.2 -1.8 -0.6 -60.5 00370041 *D0037 *D0041 ~CG9 H225AS 13.9 39.6 0.03 -0.46 0.83 0.37 0.03 -2.18 0.11 Shear 1.176 1.172 25.56 31.60 35.91 19.15 19.15 -46.2 96.1 -8.6 2.1 -53.5 08770977 *D0877 *D0977 ~CP1 H090AS 12.2 12.2 0.00 -0.85 -4.14 -0.69 -0.14 0.83 0.15 Eq. 3.3.1-4 1.176 1.176 27.99 34.01 34.01 19.15 19.15 -157.8 -927.5 155.2 -12.8 77.1 09771077 *D0977 *D1077 ~CP2 H090AC 19.8 19.8 22.22 -0.51 -3.55 0.14 -0.03 -0.59 0.12 Eq. 3.3.1-4 1.175 1.175 27.41 34.01 34.01 19.15 19.15 -94.8 -795.2 -31.0 -2.4 -54.5 09550977 *D0955 *D0977 ~CRB H270AS 22.9 27.0 0.00 0.54 4.52 2.27 -0.09 -0.26 0.23 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 21.4 165.4 -7.1 -1.7 -5.3 00060009 *D0006 *D0009 ~CS3 H270AS 4.9 26.0 100.00 0.01 -1.42 0.12 0.01 -0.37 0.05 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 0.1 -3.4 -0.0 0.0 -1.1 00060721 *D0006 *D0721 ~CS3 H090AS 9.9 53.0 100.00 0.00 2.28 -0.63 -0.03 0.37 0.09 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 0.0 5.5 0.1 -0.1 1.1 00090075 *D0009 *D0075 ~CS3 H270AS 4.9 26.0 0.04 0.00 -1.45 -0.15 0.01 0.38 0.05 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 0.0 -3.5 0.0 0.0 1.1 00090711 *D0009 *D0711 ~CS3 H270AS 9.9 53.0 100.00 0.06 0.31 0.72 0.03 0.04 0.03 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 0.4 0.7 -0.2 0.1 0.1 00090721 *D0009 *D0721 ~CS3 H270AC 9.9 53.0 100.00 -0.06 -4.90 0.48 0.00 -0.71 0.17 Eq H1-3 1.176 1.176 24.05 31.60 35.91 19.15 19.15 -0.4 -11.8 -0.1 0.0 -2.1 00750711 *D0075 *D0711 ~CS3 H270AS 9.9 53.0 100.00 0.00 2.68 0.70 0.03 0.42 0.10 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 0.0 6.5 -0.2 0.1 1.3 00080820 *D0820 *D0008 ~CS4 H315AS 12.0 69.0 0.02 -0.00 -0.65 -0.99 0.02 -0.09 0.06 Eq H1-3 1.176 1.176 21.99 28.73 28.73 19.15 19.15 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm 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 -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 00080820 *D0820 *D0008 ~CS4 H315AS -0.0 1.2 0.1 0.1 -0.3 00080825 *D0825 *D0008 ~CS4 H090AS 12.0 69.0 0.02 0.00 0.82 0.78 -0.04 -0.11 0.06 Eq H1-3 1.000 1.000 28.73 28.73 28.73 19.15 19.15 0.0 1.5 -0.1 -0.1 -0.3 00160085 *D0016 *D0085 ~CS4 H135AC 12.0 69.0 0.02 -0.01 0.12 0.58 -0.02 -0.03 0.02 Eq H1-3 1.176 1.176 21.99 28.73 28.73 19.15 19.15 -0.1 -0.2 -0.1 -0.1 -0.1 00850824 *D0824 *D0085 ~CS4 H270AS 12.0 69.0 0.02 0.00 -0.48 -1.15 0.04 -0.08 0.06 Eq H1-3 1.000 1.000 28.73 28.73 28.73 19.15 19.15 0.0 0.9 0.2 0.1 -0.2 00860824 *D0824 *D0086 ~CS4 H045AS 12.0 69.0 0.02 -0.02 0.37 0.95 -0.02 0.02 0.05 Eq H1-3 1.176 1.176 21.99 28.73 28.73 19.15 19.15 -0.1 -0.7 -0.1 -0.1 0.1 00860825 *D0825 *D0086 ~CS4 H270AS 12.0 69.0 0.02 -0.02 -0.77 -1.35 0.05 -0.11 0.08 Eq H1-3 1.176 1.176 21.99 28.73 28.73 19.15 19.15 -0.1 1.4 0.2 0.1 -0.3 06510831 *D0651 *D0831 ~D1 H090AS 51.8 51.8 0.00 -4.73 0.35 4.79 -0.28 -0.21 0.33 Eq. 3.3.1-2 1.101 1.101 23.61 34.91 34.91 18.62 18.62 -144.8 4.3 -58.2 -4.3 -1.4 06550851 *D0655 *D0851 ~D1 H090AC 51.8 51.8 0.00 -4.75 -0.83 4.98 -0.28 -0.09 0.33 Eq. 3.3.1-2 1.101 1.101 23.61 34.91 34.91 18.62 18.62 -145.6 -10.0 -60.4 -4.2 -1.4 06570877 *D0657 *D0877 ~D1 H090AS 42.5 42.5 0.00 -9.54 4.82 -1.56 -0.26 -0.30 0.52 Eq. 3.3.1-2 1.074 1.074 24.62 34.91 34.91 18.62 18.62 -292.2 58.5 18.9 -0.9 -3.9 06550873 *D0655 *D0873 ~D2 H090AS 66.0 66.0 0.00 -7.49 3.18 0.45 -0.26 -0.26 0.44 Eq. 3.3.1-2 0.983 0.983 21.90 34.91 34.91 18.62 18.62 -158.8 18.3 -2.6 -0.4 -1.7 06510811 *D0651 *D0811 ~D3 H090AS 75.5 75.5 0.00 -1.15 3.94 2.31 0.28 -0.31 0.19 Eq. 3.3.1-4 1.138 1.138 20.64 34.91 34.91 18.62 18.62 -27.9 30.0 -17.6 0.6 -2.9 06330653 *D0633 *D0653 ~DC1 H045AS 24.0 32.0 15.63 -5.27 2.39 -8.81 -0.80 0.14 0.42 Eq. 3.3.1-2 1.159 1.144 26.33 35.91 35.91 19.15 19.15 -874.2 339.9 1250.2 -66.8 11.8 06570707 *D0657 *D0707 ~DC2 H270AS 8.3 33.3 0.01 -6.71 10.29 -0.97 -0.15 -1.63 0.50 Eq. 3.3.1-2 1.174 1.132 26.21 35.91 35.91 19.15 19.15 -1073.1 1357.1 128.0 -12.4 -130.2 07070807 *D0707 *D0807 ~DC3 H225AS 10.8 10.8 0.01 -2.66 -2.93 -8.50 -0.80 0.38 0.25 Eq. 3.3.1-4 1.175 1.175 38.82 49.16 49.16 26.60 26.60 -426.4 -387.2 1121.5 -63.8 28.7 08030903 *D0803 *D0903 ~DC4 H270AS 15.4 15.4 84.09 -3.74 -16.57 -2.43 -0.55 -3.54 0.62 Eq. 3.3.1-4 1.171 1.171 27.75 34.43 34.43 19.15 19.15 -363.3 -1359.7 199.5 -26.6 -172.0 08070907 *D0807 *D0907 ~DC4 H090AS 15.4 15.4 84.09 -3.45 16.71 -2.33 -0.55 3.36 0.61 Eq. 3.3.1-4 1.172 1.172 27.75 34.43 34.43 19.15 19.15 -335.7 1371.4 191.5 -26.6 163.5 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm 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 -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 09011001 *D0901 *D1001 ~DC5 H090AC 1.7 1.7 0.04 -0.02 -0.03 0.00 -0.00 -0.03 0.00 Eq. 3.3.1-4 1.176 1.176 39.76 49.16 49.16 26.60 26.60 -3.6 -3.9 -0.1 -0.1 -2.0 09031003 *D0903 *D1003 ~DC5 H270AS 1.7 1.7 0.04 -0.02 0.03 0.00 -0.00 0.03 0.00 Eq. 3.3.1-4 1.176 1.176 39.76 49.16 49.16 26.60 26.60 -4.0 4.0 -0.1 -0.1 2.1 09051005 *D0905 *D1005 ~DC5 H090AC 1.7 1.7 0.04 -0.02 -0.03 0.00 -0.00 -0.03 0.00 Eq. 3.3.1-4 1.176 1.176 39.76 49.16 49.16 26.60 26.60 -4.0 -3.9 -0.1 -0.1 -2.0 09071007 *D0907 *D1007 ~DC5 H090AC 1.7 1.7 0.04 -0.02 -0.03 0.00 -0.00 -0.03 0.00 Eq. 3.3.1-4 1.176 1.176 39.76 49.16 49.16 26.60 26.60 -4.0 -4.0 -0.1 -0.1 -2.1 06310641 *D0631 *D0641 ~DC6 H135AC 23.9 23.9 17.24 -6.35 -2.62 10.27 -1.32 -0.20 0.49 Eq. 3.3.1-2 1.155 1.155 27.07 35.91 35.91 19.15 19.15 -1052.8 -372.3 -1458.0 -110.0 3.4 06410651 *D0641 *D0651 ~DC7 H270AS 20.0 20.0 100.00 -7.64 4.34 3.42 -0.27 -0.21 0.30 Eq. 3.3.1-2 1.158 1.158 37.64 49.16 49.16 26.60 26.60 -1222.6 573.3 -451.2 -20.9 5.3 06510661 *D0651 *D0661 ~DC8 H270AS 8.3 8.3 0.08 -6.81 3.81 3.19 -1.46 -0.41 0.26 Eq. 3.3.1-2 1.174 1.174 39.10 49.16 49.16 26.60 26.60 -1090.3 502.6 -421.4 -117.1 19.0 06610701 *D0661 *D0701 ~DC8 H225AS 8.3 8.3 100.00 -5.24 3.42 -11.36 -1.89 0.32 0.38 Eq. 3.3.1-4 1.174 1.174 39.10 49.16 49.16 26.60 26.60 -838.3 451.9 1498.7 -151.2 18.9 07010801 *D0701 *D0801 ~DC8 H135AS 10.8 10.8 0.01 -3.28 2.38 -10.60 1.76 -0.57 0.31 Eq. 3.3.1-4 1.174 1.174 38.82 49.16 49.16 26.60 26.60 -524.2 313.6 1398.8 141.3 -45.7 07030803 *D0703 *D0803 ~DC8 H135AS 10.8 10.8 0.01 -2.93 2.67 -7.61 -0.82 -0.38 0.24 Eq. 3.3.1-4 1.174 1.174 38.82 49.16 49.16 26.60 26.60 -469.0 352.1 1003.5 -65.5 -30.4 07050805 *D0705 *D0805 ~DC8 H225AS 10.8 10.8 0.01 -2.76 -2.67 -11.04 1.84 0.30 0.30 Eq. 3.3.1-4 1.175 1.175 38.82 49.16 49.16 26.60 26.60 -440.9 -352.6 1456.8 147.3 23.7 08010901 *D0801 *D0901 ~DC9 H270AC 15.4 15.4 84.09 -3.67 -14.16 1.48 0.27 -2.94 0.55 Eq. 3.3.1-4 1.171 1.171 27.75 34.43 34.43 19.15 19.15 -356.3 -1161.8 -121.1 13.0 -142.8 08050905 *D0805 *D0905 ~DC9 H090AS 15.4 15.4 84.09 -3.42 14.95 1.18 0.38 3.07 0.56 Eq. 3.3.1-4 1.172 1.172 27.75 34.43 34.43 19.15 19.15 -332.4 1226.5 -97.0 18.4 149.3 06370657 *D0637 *D0657 ~DCA H090AS 31.4 31.4 100.00 -8.22 10.49 -0.95 -0.17 0.61 0.57 Eq. 3.3.1-2 1.128 1.128 26.39 35.91 35.91 19.15 19.15 -1315.8 1384.3 125.2 -11.7 49.2 06530703 *D0653 *D0703 ~DCB H270AS 33.3 33.3 80.01 -6.87 5.13 -1.06 -0.11 0.10 0.39 Eq. 3.3.1-2 1.131 1.131 26.21 35.91 35.91 19.15 19.15 -1098.9 676.3 139.9 -9.1 8.4 06350655 *D0635 *D0655 ~DCC H225AS 24.0 24.0 15.63 -6.64 3.32 10.48 -1.54 0.24 0.51 Eq. 3.3.1-2 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm 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 -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 06350655 *D0635 *D0655 ~DCC H225AS 1.154 1.154 27.07 35.91 35.91 19.15 19.15 -1102.3 471.9 -1487.2 -127.6 17.6 06550705 *D0655 *D0705 ~DCD H225AS 8.3 8.3 100.00 -5.82 -3.40 -12.70 -1.89 -0.92 0.42 Eq. 3.3.1-4 1.174 1.174 39.10 49.16 49.16 26.60 26.60 -930.8 -448.7 1675.0 -151.2 -73.8 06010621 *D0601 *D0621 ~DCZ H135AC 3.6 3.6 100.00 -5.13 -0.62 7.64 -0.72 -0.85 0.36 Eq. 3.3.1-2 1.176 1.176 28.53 35.91 35.91 19.15 19.15 -941.0 -108.2 -1331.6 -66.4 -78.3 06030623 *D0603 *D0623 ~DCZ H045AS 3.6 3.6 100.00 -4.20 -0.27 -5.65 -1.23 1.03 0.30 Eq. 3.3.1-4 1.176 1.176 28.53 35.91 35.91 19.15 19.15 -770.9 -46.7 985.4 -113.4 94.4 06050625 *D0605 *D0625 ~DCZ H225AS 21.8 21.8 100.00 -5.37 0.85 7.96 -0.85 0.98 0.39 Eq. 3.3.1-2 1.161 1.161 27.25 35.91 35.91 19.15 19.15 -986.7 147.5 -1386.6 -78.3 89.6 06070627 *D0607 *D0627 ~DCZ H090AS 3.6 3.6 0.02 -6.28 5.64 -0.39 -0.15 1.60 0.35 Eq. 3.3.1-2 1.176 1.176 28.53 35.91 35.91 19.15 19.15 -1153.1 982.3 67.6 -14.1 146.6 06210631 *D0621 *D0631 ~DCZ H135AC 3.6 3.6 100.00 -5.11 -2.23 9.62 -0.72 -0.86 0.41 Eq. 3.3.1-2 1.176 1.176 28.53 35.91 35.91 19.15 19.15 -937.8 -389.0 -1676.2 -66.3 -78.9 06230633 *D0623 *D0633 ~DCZ H045AS 3.6 3.6 100.00 -4.18 -2.49 -8.26 -1.24 1.03 0.39 Eq. 3.3.1-4 1.176 1.176 28.53 35.91 35.91 19.15 19.15 -768.1 -434.3 1439.7 -113.8 94.8 06250635 *D0625 *D0635 ~DCZ H225AS 21.8 21.8 100.00 -5.36 2.53 10.02 -0.85 0.98 0.44 Eq. 3.3.1-2 1.161 1.161 27.25 35.91 35.91 19.15 19.15 -983.5 440.1 -1745.9 -78.3 90.3 06270637 *D0627 *D0637 ~DCZ H315AS 3.6 3.6 100.00 -4.99 3.11 -8.85 -1.33 1.27 0.40 Eq. 3.3.1-2 1.176 1.176 28.53 35.91 35.91 19.15 19.15 -915.6 542.2 1542.7 -121.9 116.9 05010601 *D0501 *D0601 ~KNL H090AC 2.2 2.2 100.00 -7.63 -2.46 5.09 -1.09 -0.91 0.40 Eq. 3.3.1-2 1.176 1.176 28.61 35.91 35.91 19.15 19.15 -1401.0 -428.1 -886.5 -99.9 -83.9 05030603 *D0503 *D0603 ~KNL H270AS 2.2 2.2 100.00 -6.87 -4.67 -0.30 -0.12 -1.75 0.35 Eq. 3.3.1-2 1.176 1.176 28.61 35.91 35.91 19.15 19.15 -1261.1 -814.5 51.9 -10.7 -160.9 05050605 *D0505 *D0605 ~KNL H270AS 2.2 2.2 100.00 -7.88 -2.54 -5.11 -1.98 -0.94 0.41 Eq. 3.3.1-2 1.176 1.176 28.61 35.91 35.91 19.15 19.15 -1447.1 -442.3 890.3 -181.4 -86.7 05070607 *D0507 *D0607 ~KNL H090AC 2.2 2.2 100.00 -7.99 -5.62 0.40 -0.10 -2.11 0.41 Eq. 3.3.1-2 1.176 1.176 28.61 35.91 35.91 19.15 19.15 -1466.8 -979.3 -69.7 -4.8 -193.7 09110912 *D0911 *D0912 ~MD3 H270AS 9.4 10.9 100.00 0.09 -2.05 2.15 0.02 0.39 0.13 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 3.9 86.2 8.1 0.5 8.3 09120913 *D0912 *D0913 ~MD3 H270AS 9.4 10.9 100.00 0.09 -4.70 -3.01 0.12 0.51 0.24 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm 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 -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 09120913 *D0912 *D0913 ~MD3 H270AS 3.8 197.4 -11.3 2.7 10.7 09130915 *D0913 *D0915 ~MD3 H225AS 18.9 21.8 0.00 0.27 -4.85 -1.53 -0.06 -0.68 0.21 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 12.0 203.7 -5.8 -1.3 -14.4 09150917 *D0915 *D0917 ~MD3 H270AS 18.9 21.8 100.00 0.28 -5.31 -2.17 0.09 0.91 0.24 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 12.4 223.1 -8.2 2.1 19.3 09170918 *D0917 *D0918 ~MD3 H270AS 37.8 109.2 0.00 0.19 -3.72 -2.41 -0.10 -0.39 0.19 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 8.4 156.4 -9.1 -2.2 -8.2 09710973 *D0973 *D0971 ~MD3 H135AS 18.9 21.8 0.00 0.12 -6.08 -1.68 -0.06 -0.64 0.24 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 5.1 255.5 -6.3 -1.3 -13.6 09730975 *D0975 *D0973 ~MD3 H225AS 18.9 21.8 100.00 0.15 -8.36 1.67 -0.06 0.97 0.32 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 6.6 351.4 6.3 -1.3 20.6 09750977 *D0977 *D0975 ~MD3 H315AS 16.8 19.4 0.00 0.41 -8.04 -0.33 -0.01 -0.96 0.28 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 18.3 337.7 -1.2 -0.3 -20.3 09770978 *D0977 *D0978 ~MD3 H090AS 33.6 97.1 0.00 0.13 -4.20 1.78 0.09 -0.49 0.19 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 6.0 176.4 6.7 2.0 -10.4 09100911 *D0910 *D0911 ~MD4 H270AS 16.1 8.0 0.01 0.24 2.72 0.28 0.01 -1.24 0.10 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 16.0 189.5 -2.7 0.5 -31.6 09100931 *D0931 *D0910 ~MD4 H045AS 16.1 4.8 0.01 0.27 6.19 1.49 0.09 -1.76 0.25 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 18.5 431.1 14.1 3.7 -44.6 09310940 *D0931 *D0940 ~MD4 H090AS 36.3 36.2 0.01 0.26 13.33 -0.25 -0.01 -2.29 0.44 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 17.5 928.4 2.4 -0.3 -58.1 09400941 *D0940 *D0941 ~MD4 H090AS 36.3 72.4 0.01 0.09 5.34 -0.22 0.01 -1.67 0.20 Eq H1-3 1.000 1.000 28.73 28.73 35.91 19.15 19.15 6.2 372.0 2.1 0.3 -42.2 09410942 *D0941 *D0942 ~MD4 H270AS 36.3 72.4 100.00 0.22 5.13 -0.21 -0.00 1.65 0.19 Eq H1-3 1.000 1.000 28.73 28.73 35.91 19.15 19.15 14.8 357.5 2.0 -0.2 41.7 09420951 *D0951 *D0942 ~MD4 H270AS 36.3 36.2 0.01 0.39 13.03 0.21 0.01 -2.27 0.43 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 26.1 907.3 -2.0 0.4 -57.6 09510971 *D0951 *D0971 ~MD4 H090AS 32.2 12.9 0.00 0.34 5.79 -0.56 -0.02 -1.75 0.21 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 23.0 403.0 -5.3 -0.7 -44.3 09150935 *D0935 *D0915 ~MD5 H090AS 30.1 12.0 0.00 -0.15 10.73 -0.26 0.02 -2.40 0.35 Eq H1-3 1.176 1.176 26.51 31.60 35.91 19.15 19.15 -11.2 853.0 2.8 0.8 -67.3 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm 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 -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 09550975 *D0975 *D0955 ~MD5 H270AS 30.0 12.0 100.00 -0.30 9.64 -0.18 -0.02 2.24 0.32 Eq H1-3 1.175 1.176 26.52 31.60 35.91 19.15 19.15 -23.2 766.8 1.9 -0.9 62.8 09180939 *D0939 *D0918 ~MD6 H135AS 17.1 20.2 0.00 0.26 6.46 3.24 0.15 -1.17 0.30 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 10.2 236.2 10.2 2.9 -23.9 09390949 *D0949 *D0939 ~MD6 H090AS 38.5 22.7 100.00 0.36 15.78 -1.36 -0.03 2.04 0.55 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 14.1 577.2 4.3 -0.5 41.6 09490959 *D0959 *D0949 ~MD6 H270AS 38.5 22.7 0.00 0.20 16.16 -1.13 0.03 -2.07 0.55 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 8.0 591.0 3.6 0.5 -42.3 09590978 *D0978 *D0959 ~MD6 H225AS 17.1 20.2 100.00 0.33 4.56 -2.96 -0.15 0.97 0.24 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 13.0 166.6 9.3 -2.8 19.9 09030939 *D0939 *D0903 ~MG1 H270AS 12.1 12.9 100.00 0.43 -9.06 1.17 -0.09 2.80 0.33 Eq H1-3 1.000 1.000 28.73 31.60 35.91 15.64 19.15 35.0 1124.0 16.2 -4.4 87.7 09070959 *D0959 *D0907 ~MG1 H090AS 12.1 12.9 100.00 0.31 -8.79 -1.14 0.09 2.72 0.32 Eq H1-3 1.000 1.000 28.73 31.60 35.91 15.64 19.15 25.4 1090.1 -15.9 4.5 85.0 09030935 *D0903 *D0935 ~MG2 H315AS 21.4 10.3 0.00 0.48 -10.18 -0.33 -0.02 -2.81 0.35 Eq H1-3 1.000 1.000 28.73 31.60 35.91 15.67 19.15 39.1 1262.5 -4.5 -0.9 -88.0 09070955 *D0907 *D0955 ~MG2 H045AS 21.5 10.4 0.00 0.43 -10.00 -0.83 -0.05 -2.78 0.35 Eq H1-3 1.000 1.000 28.73 31.60 35.91 15.67 19.15 35.0 1240.3 -11.5 -2.6 -87.1 09010935 *D0935 *D0901 ~MG3 H135AS 21.4 10.3 100.00 0.38 -11.67 0.44 -0.01 3.21 0.39 Eq H1-3 1.000 1.000 28.73 31.60 35.91 15.67 19.15 30.9 1446.5 6.2 -0.7 100.2 09050955 *D0955 *D0905 ~MG3 H225AS 21.5 10.4 100.00 0.38 -12.16 0.70 -0.04 3.33 0.42 Eq H1-3 1.000 1.000 28.73 31.60 35.91 15.67 19.15 30.9 1507.8 9.7 -2.0 104.2 09010931 *D0901 *D0931 ~MG4 H135AS 12.4 77.4 0.00 0.45 -10.20 -0.69 -0.04 -2.53 0.39 Eq H1-3 1.000 1.000 28.73 28.73 35.91 15.64 19.15 34.4 1158.9 -7.8 -1.7 -79.2 09050951 *D0905 *D0951 ~MG4 H225AS 12.4 77.4 0.00 0.46 -10.36 -0.19 -0.01 -2.55 0.38 Eq H1-3 1.000 1.000 28.73 28.73 35.91 15.64 19.15 35.2 1177.2 -2.2 -0.4 -79.7 09070977 *D0907 *D0977 ~MG5 H090AS 12.0 6.8 100.00 0.52 -11.32 -0.21 -0.01 -3.91 0.38 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 52.8 -1308.0 4.9 -0.5 -96.1 09010902 *D0901 *D0902 ~MG8 H090AS 30.3 6.0 0.01 0.57 21.78 0.30 -0.02 -4.01 0.72 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 43.9 1731.8 -3.3 -0.8 -112.3 09010914 *D0901 *D0914 ~MG8 H045AS 12.3 3.7 0.01 0.37 8.14 2.08 0.13 -2.84 0.33 Eq H1-3 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm 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 -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 09010914 *D0901 *D0914 ~MG8 H045AS 1.000 1.000 28.73 31.60 35.91 19.15 19.15 28.7 647.0 -22.8 6.4 -79.7 09020943 *D0902 *D0943 ~MG8 H270AS 32.1 6.4 0.01 0.38 -9.81 0.05 -0.01 -3.00 0.33 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 29.1 -780.2 -0.6 -0.3 -84.0 09030917 *D0903 *D0917 ~MG8 H045AS 14.6 11.6 0.00 0.28 5.84 1.86 0.09 -1.97 0.25 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 21.4 464.1 -20.5 4.3 -55.3 09030947 *D0903 *D0947 ~MG8 H090AS 31.2 12.4 0.00 0.95 23.67 0.24 -0.01 -4.21 0.79 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 72.7 1882.2 -2.7 -0.7 -118.2 09040905 *D0905 *D0904 ~MG8 H270AS 30.3 6.0 0.01 0.67 20.74 -0.16 0.01 -3.92 0.68 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 51.4 1649.5 1.7 0.7 -109.8 09040943 *D0943 *D0904 ~MG8 H090AS 32.1 6.4 100.00 0.50 -9.71 -0.12 -0.00 2.90 0.33 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 38.6 -772.0 1.3 -0.1 81.3 09050973 *D0905 *D0973 ~MG8 H225AS 14.6 11.6 0.00 0.26 5.68 2.51 -0.16 -2.42 0.26 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 20.1 451.3 -27.5 -7.5 -67.8 09070947 *D0907 *D0947 ~MG8 H270AS 31.2 12.4 0.00 0.70 24.03 -0.25 0.02 -4.37 0.79 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 53.6 1910.7 2.8 0.8 -122.4 09130914 *D0914 *D0913 ~MG8 H045AS 16.0 7.9 0.01 0.26 3.27 0.64 -0.07 -2.03 0.13 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 20.0 260.1 -7.0 -3.1 -57.1 09350945 *D0945 *D0935 ~MG8 H090AS 32.2 12.8 100.00 -0.26 10.70 -0.24 -0.01 2.51 0.36 Eq H1-3 1.175 1.176 26.31 31.60 35.91 19.15 19.15 -19.8 851.1 2.7 -0.6 70.5 09450955 *D0955 *D0945 ~MG8 H270AS 32.1 12.8 0.00 -0.07 10.96 -0.42 0.02 -2.50 0.36 Eq H1-3 1.176 1.176 26.32 31.60 35.91 19.15 19.15 -5.7 871.9 4.6 0.8 -70.2 00010811 *D0811 *D0001 ~PF1 H045AS 2.5 14.6 0.03 -0.01 -0.18 -0.60 -0.04 -0.14 0.02 Eq H1-3 1.176 1.176 27.82 31.60 35.91 19.15 19.15 -0.4 7.7 -2.3 -1.0 -2.9 00030012 *D0003 *D0012 ~PF1 H270AS 1.3 7.3 100.00 -0.03 0.00 -0.72 -0.04 -0.06 0.02 Eq H1-3 1.176 1.176 28.31 31.60 35.91 19.15 19.15 -1.2 0.0 2.7 -0.8 -1.4 00030062 *D0062 *D0003 ~PF1 H270AS 4.2 24.3 100.00 -0.03 0.05 -0.73 -0.07 -0.09 0.02 Eq H1-3 1.176 1.176 27.04 31.60 35.91 19.15 19.15 -1.2 2.3 2.8 -1.7 -1.8 00050051 *D0051 *D0005 ~PF1 H225AS 1.3 7.3 0.12 -0.03 0.03 -0.50 0.03 0.08 0.02 Eq H1-3 1.176 1.176 28.31 31.60 35.91 19.15 19.15 -1.1 1.2 1.9 0.7 1.6 00050063 *D0005 *D0063 ~PF1 H270AS 4.2 24.3 0.06 -0.07 -0.07 0.65 0.06 0.10 0.02 Eq H1-3 1.176 1.176 27.04 31.60 35.91 19.15 19.15 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm 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 -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 00050063 *D0005 *D0063 ~PF1 H270AS -2.9 2.8 2.5 1.4 2.2 00120013 *D0012 *D0013 ~PF1 H270AS 6.4 37.3 0.03 0.04 0.02 -0.82 0.08 -0.03 0.02 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 1.8 0.9 3.1 1.7 -0.6 00120023 *D0023 *D0012 ~PF1 H090AS 6.4 37.3 0.02 0.07 -0.00 -2.16 0.07 -0.02 0.06 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 3.0 -0.1 8.1 1.6 -0.4 00140021 *D0014 *D0021 ~PF1 H270AS 10.1 58.4 0.03 0.04 0.02 0.90 -0.08 -0.03 0.03 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 1.8 0.8 -3.4 -1.9 -0.6 00140051 *D0014 *D0051 ~PF1 H225AS 1.3 7.3 0.10 -0.02 0.00 -0.65 0.03 0.07 0.02 Eq H1-3 1.176 1.176 28.31 31.60 35.91 19.15 19.15 -1.1 0.0 2.4 0.7 1.4 00140052 *D0052 *D0014 ~PF1 H090AS 10.1 58.4 100.00 0.05 0.02 0.43 0.02 0.05 0.01 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 2.0 0.8 -1.6 0.5 1.0 00240052 *D0024 *D0052 ~PF1 H225AS 10.1 58.4 50.01 0.05 0.04 -0.33 0.00 -0.02 0.01 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 2.4 -1.8 -1.3 0.1 -0.3 00620811 *D0811 *D0062 ~PF1 H270AS 4.2 24.3 0.02 -0.03 -0.34 -1.38 -0.07 -0.14 0.05 Eq H1-3 1.176 1.176 27.04 31.60 35.91 19.15 19.15 -1.5 14.4 -5.2 -1.5 -3.0 00630811 *D0063 *D0811 ~PF1 H225AS 4.2 24.3 100.00 -0.04 0.35 1.29 0.06 0.14 0.05 Eq H1-3 1.176 1.176 27.04 31.60 35.91 19.15 19.15 -1.8 14.5 -4.8 1.4 3.0 00010007 *D0001 *D0007 ~PF2 H270AS 15.9 79.8 0.02 0.11 0.25 0.94 -0.04 -0.10 0.04 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 2.8 4.2 -1.6 -0.5 -1.1 00010011 *D0011 *D0001 ~PF2 H270AS 15.9 79.8 100.00 0.10 0.25 1.03 0.04 0.10 0.04 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 2.5 4.2 -1.8 0.5 1.1 00070013 *D0007 *D0013 ~PF2 H270AS 15.9 79.8 100.00 0.07 0.00 -1.20 -0.11 -0.02 0.04 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 1.7 0.0 2.1 -1.6 -0.3 00110021 *D0021 *D0011 ~PF2 H270AS 15.9 79.8 0.06 0.07 -0.00 -1.21 0.11 0.02 0.04 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 1.8 -0.0 2.1 1.5 0.3 00030022 *D0003 *D0022 ~PF3 H270AS 3.9 26.1 0.03 -0.05 0.00 -1.57 0.10 -0.01 0.05 Eq H1-3 1.176 1.176 26.87 31.60 35.91 19.15 19.15 -0.9 0.0 1.3 0.8 -0.1 00050050 *D0005 *D0050 ~PF3 H270AS 3.9 26.1 0.03 -0.04 0.00 1.52 -0.10 -0.01 0.04 Eq H1-3 1.176 1.176 26.87 31.60 35.91 19.15 19.15 -0.8 0.0 -1.2 -0.8 -0.1 00070022 *D0022 *D0007 ~PF3 H270AC 3.9 26.1 100.00 -0.05 -0.00 1.51 -0.03 0.00 0.04 Eq H1-3 1.176 1.176 26.87 31.60 35.91 19.15 19.15 -1.0 -0.0 -1.2 -0.2 0.0 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm 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 -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 00110050 *D0050 *D0011 ~PF3 H270AS 3.9 26.1 100.00 -0.05 -0.00 -1.51 -0.10 0.01 0.04 Eq H1-3 1.176 1.176 26.87 31.60 35.91 19.15 19.15 -0.9 -0.0 1.2 -0.8 0.1 09010941 *D0901 *D0941 ~PT1 H090AS 5.3 5.3 0.00 0.07 7.48 0.23 0.76 0.76 0.21 Eq. 3.3.1-2 1.000 1.000 28.73 35.91 35.91 19.15 19.15 2.7 107.6 -3.3 -0.5 -4.9 09010945 *D0945 *D0901 ~PT1 H270AS 5.2 5.2 50.00 0.79 0.01 0.17 -0.00 0.00 0.03 Eq. 3.3.1-2 1.000 1.000 28.73 35.91 35.91 19.15 19.15 29.2 0.1 -2.4 -0.0 0.0 09030945 *D0903 *D0945 ~PT1 H315AS 5.3 5.3 50.00 0.49 0.00 0.24 -0.00 -0.00 0.02 Eq. 3.3.1-2 1.000 1.000 28.73 35.91 35.91 19.15 19.15 17.9 0.0 -3.5 -0.0 -0.0 09030949 *D0949 *D0903 ~PT1 H090AS 5.3 5.3 50.00 -0.44 0.01 -0.17 -0.00 0.00 0.02 Eq. 3.3.1-4 1.176 1.176 28.44 35.91 35.91 19.15 19.15 -16.2 0.1 2.5 -0.0 0.0 09050941 *D0941 *D0905 ~PT1 H270AS 5.3 5.3 100.00 0.09 7.04 -0.04 -0.77 -0.77 0.20 Eq. 3.3.1-2 1.000 1.000 28.73 35.91 35.91 19.15 19.15 3.4 101.3 0.5 0.2 4.7 09050945 *D0905 *D0945 ~PT1 H090AS 5.3 5.3 50.00 0.65 0.01 0.17 -0.00 -0.00 0.03 Eq. 3.3.1-2 1.000 1.000 28.73 35.91 35.91 19.15 19.15 23.7 0.1 -2.5 -0.0 -0.0 09070945 *D0945 *D0907 ~PT1 H045AS 5.2 5.2 50.00 0.51 0.00 0.24 -0.00 0.00 0.02 Eq. 3.3.1-2 1.000 1.000 28.73 35.91 35.91 19.15 19.15 18.7 0.0 -3.4 -0.0 0.0 09070949 *D0907 *D0949 ~PT1 H090AS 5.3 5.3 50.00 0.44 0.01 0.17 -0.00 -0.00 0.02 Eq. 3.3.1-2 1.000 1.000 28.73 35.91 35.91 19.15 19.15 16.0 0.1 -2.5 -0.0 -0.0 09310943 *D0931 *D0943 ~PT1 H090AS 5.5 5.5 0.00 0.22 3.32 -0.49 0.71 0.71 0.10 Eq. 3.3.1-2 1.000 1.000 28.73 35.91 35.91 19.15 19.15 8.1 47.8 7.1 0.6 -0.8 09350943 *D0943 *D0935 ~PT1 H090AS 5.6 5.6 50.00 0.54 0.01 0.19 -0.00 0.00 0.02 Eq. 3.3.1-2 1.000 1.000 28.73 35.91 35.91 19.15 19.15 19.7 0.1 -2.8 -0.0 0.0 09350947 *D0935 *D0947 ~PT1 H270AS 5.4 5.4 50.00 0.39 0.01 -0.18 -0.00 -0.00 0.02 Eq. 3.3.1-2 1.000 1.000 28.73 35.91 35.91 19.15 19.15 14.4 0.1 2.6 -0.0 -0.0 09390947 *D0947 *D0939 ~PT1 H135AS 5.6 5.6 50.00 0.38 0.01 0.27 -0.00 -0.00 0.02 Eq. 3.3.1-2 1.000 1.000 28.73 35.91 35.91 19.15 19.15 14.0 0.1 -3.9 -0.0 -0.0 09430951 *D0943 *D0951 ~PT1 H270AS 5.6 5.6 100.00 0.17 3.37 -0.50 0.55 0.55 0.10 Eq. 3.3.1-2 1.000 1.000 28.73 35.91 35.91 19.15 19.15 6.1 48.5 7.1 -0.6 0.9 09430955 *D0955 *D0943 ~PT1 H270AS 5.4 5.4 50.00 0.64 0.01 0.18 -0.00 0.00 0.03 Eq. 3.3.1-2 1.000 1.000 28.73 35.91 35.91 19.15 19.15 23.4 0.1 -2.6 -0.0 0.0 09470955 *D0947 *D0955 ~PT1 H270AS 5.6 5.6 50.00 0.40 0.01 0.19 -0.00 -0.00 0.02 Eq. 3.3.1-2 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm 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 -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 09470955 *D0947 *D0955 ~PT1 H270AS 1.000 1.000 28.73 35.91 35.91 19.15 19.15 14.7 0.1 -2.8 -0.0 -0.0 09470959 *D0959 *D0947 ~PT1 S225AS 5.5 5.5 50.00 0.34 0.01 0.26 0.00 -0.00 0.02 Eq. 3.3.1-2 1.000 1.000 28.73 35.91 35.91 19.15 19.15 12.6 0.1 -3.8 0.0 -0.0 09010911 *D0901 *D0911 ~PT2 H045AC 5.0 5.0 50.00 -0.15 0.00 -0.23 0.00 -0.00 0.01 Eq. 3.3.1-4 1.176 1.176 28.45 35.91 35.91 19.15 19.15 -5.1 0.0 3.1 -0.0 -0.0 09010915 *D0901 *D0915 ~PT2 H090AS 5.0 5.0 50.00 0.59 0.01 0.17 0.00 0.00 0.03 Eq. 3.3.1-2 1.000 1.000 28.73 35.91 35.91 19.15 19.15 20.8 0.1 -2.3 0.0 0.0 09030915 *D0915 *D0903 ~PT2 H090AS 5.0 5.0 50.00 0.72 0.01 0.17 0.00 -0.00 0.03 Eq. 3.3.1-2 1.000 1.000 28.73 35.91 35.91 19.15 19.15 25.3 0.1 -2.3 0.0 -0.0 09030918 *D0918 *D0903 ~PT2 H270AS 5.0 5.0 100.00 -0.32 3.24 -0.61 -0.05 0.14 0.10 Eq. 3.3.1-4 1.176 1.176 28.45 35.91 35.91 19.15 19.15 -11.1 44.6 8.4 -0.9 2.4 09050971 *D0905 *D0971 ~PT2 H090AS 5.0 5.0 50.00 -0.24 0.01 -0.17 0.00 0.00 0.01 Eq. 3.3.1-4 1.176 1.176 28.45 35.91 35.91 19.15 19.15 -8.3 0.1 2.3 0.0 0.0 09050975 *D0975 *D0905 ~PT2 H270AS 5.0 5.0 50.00 0.65 0.01 0.17 0.00 -0.00 0.03 Eq. 3.3.1-2 1.000 1.000 28.73 35.91 35.91 19.15 19.15 22.9 0.1 -2.3 0.0 -0.0 09070978 *D0907 *D0978 ~PT2 H090AS 5.0 5.0 0.00 -0.22 2.77 0.10 -0.15 -0.16 0.08 Eq. 3.3.1-4 1.176 1.176 28.45 35.91 35.91 19.15 19.15 -7.7 38.1 -1.4 0.1 -2.2 09130931 *D0913 *D0931 ~PT2 H135AS 5.3 5.3 50.00 0.35 0.01 -0.25 0.00 0.00 0.02 Eq. 3.3.1-2 1.000 1.000 28.73 35.91 35.91 19.15 19.15 12.2 0.1 3.5 0.0 0.0 09130935 *D0935 *D0913 ~PT2 H270AS 5.2 5.2 50.00 0.46 0.01 0.18 0.00 0.00 0.02 Eq. 3.3.1-2 1.000 1.000 28.73 35.91 35.91 19.15 19.15 16.1 0.1 -2.5 0.0 0.0 09170935 *D0917 *D0935 ~PT2 H270AS 5.3 5.3 50.00 0.49 0.01 0.19 0.00 0.00 0.02 Eq. 3.3.1-2 1.000 1.000 28.73 35.91 35.91 19.15 19.15 17.2 0.1 -2.6 0.0 -0.0 09170939 *D0917 *D0939 ~PT2 H090AS 5.3 5.3 100.00 0.36 1.71 0.95 0.36 0.36 0.07 Eq. 3.3.1-2 1.000 1.000 28.73 35.91 35.91 19.15 19.15 12.7 23.6 -13.0 0.3 -0.7 09510973 *D0951 *D0973 ~PT2 H225AS 5.3 5.3 50.00 0.30 0.01 -0.25 0.00 0.00 0.02 Eq. 3.3.1-2 1.000 1.000 28.73 35.91 35.91 19.15 19.15 10.3 0.1 3.5 0.0 -0.0 09550973 *D0955 *D0973 ~PT2 H090AS 5.3 5.3 50.00 0.37 0.01 -0.19 0.00 0.00 0.02 Eq. 3.3.1-2 1.000 1.000 28.73 35.91 35.91 19.15 19.15 12.9 0.1 2.6 0.0 0.0 09590977 *D0959 *D0977 ~PT2 H270AS 4.8 4.8 100.00 0.52 3.61 0.48 0.46 0.46 0.12 Eq. 3.3.1-2 1.000 1.000 28.73 35.91 35.91 19.15 19.15 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm 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 -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 09590977 *D0959 *D0977 ~PT2 H270AS 18.3 49.6 -6.6 0.5 1.8 07060726 *D0706 *D0726 ~SC0 H270AS 28.3 144.3 0.00 0.00 0.01 -3.83 0.10 -0.12 0.11 Eq H1-3 1.000 1.000 28.73 28.73 35.91 19.15 19.15 0.0 0.1 5.0 1.0 -1.1 07090729 *D0709 *D0729 ~SC0 H090AC 28.3 144.3 0.00 -0.01 0.00 4.15 -0.10 -0.12 0.12 Eq H1-3 1.176 1.176 9.54 16.02 35.91 19.15 19.15 -0.2 0.0 -5.4 -1.1 -1.1 07300731 *D0730 *D0731 ~SC1 H315AC 28.3 24.0 0.01 -1.35 -3.60 8.70 -0.12 -0.54 0.42 Eq H1-3 1.170 1.172 26.68 28.73 35.91 19.15 19.15 -27.1 -46.3 -11.4 -1.3 -5.0 07310732 *D0732 *D0731 ~SC1 H135AS 28.3 24.0 0.01 -1.14 4.15 9.90 0.12 0.63 0.46 Eq H1-3 1.171 1.173 26.68 28.73 35.91 19.15 19.15 -23.0 -53.4 13.0 1.2 5.9 07360737 *D0736 *D0737 ~SC1 H135AS 28.3 24.0 0.01 -0.93 2.55 -8.93 -0.10 -0.74 0.37 Eq H1-3 1.172 1.173 26.68 28.73 35.91 19.15 19.15 -18.8 -32.8 -11.7 -1.1 -6.9 07370738 *D0738 *D0737 ~SC1 H225AC 28.3 24.0 0.01 -1.04 -4.29 8.72 -0.10 -0.42 0.43 Eq H1-3 1.172 1.173 26.68 28.73 35.91 19.15 19.15 -21.0 -55.1 -11.4 -1.1 -3.9 00170741 *D0017 *D0741 ~SC2 H270AS 28.3 48.1 0.01 0.60 -20.04 -0.73 -0.01 -3.90 0.68 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 12.0 257.5 -1.0 -0.1 -36.5 00170771 *D0771 *D0017 ~SC2 H270AS 28.3 24.0 100.00 0.75 -18.66 -1.09 0.08 1.95 0.65 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 15.1 239.9 -1.4 0.8 18.3 07010706 *D0701 *D0706 ~SC2 H135AS 1.3 6.4 0.08 0.45 -2.93 -12.65 -0.58 -1.34 0.46 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 9.0 37.7 -16.6 -6.1 -12.6 07020704 *D0702 *D0704 ~SC2 H270AS 18.9 96.2 100.00 0.61 -16.49 0.64 0.01 3.50 0.56 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 12.3 211.9 0.8 0.1 32.8 07020706 *D0706 *D0702 ~SC2 H090AS 15.4 78.5 100.00 0.25 -14.49 0.50 -0.01 1.70 0.48 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 5.0 186.2 0.6 -0.1 15.9 07030711 *D0703 *D0711 ~SC2 H270AS 11.9 60.9 100.00 0.29 13.19 1.11 -0.03 -1.60 0.46 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 5.8 -169.6 1.5 -0.4 -15.0 07040709 *D0709 *D0704 ~SC2 H270AS 15.4 78.5 100.00 0.69 -15.20 -0.53 0.01 1.66 0.52 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 13.9 195.4 -0.7 0.1 15.6 07050709 *D0705 *D0709 ~SC2 H225AS 1.3 6.4 0.08 0.71 -4.69 11.11 0.59 -1.52 0.48 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 14.4 60.3 14.5 6.1 -14.2 07070771 *D0707 *D0771 ~SC2 H270AS 11.9 60.9 100.00 0.81 -13.57 0.97 -0.03 -1.58 0.48 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 16.3 174.4 1.3 -0.3 -14.8 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm 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 -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 07110721 *D0721 *D0711 ~SC2 H270AS 28.3 24.0 0.02 0.28 16.01 -0.67 -0.04 -1.30 0.54 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 5.6 -205.8 -0.9 -0.4 -12.1 07210741 *D0741 *D0721 ~SC2 H270AS 28.3 48.1 100.00 0.39 17.95 -0.57 0.01 2.99 0.60 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 7.9 -230.7 -0.7 0.1 28.0 07030713 *D0703 *D0713 ~SC3 H135AS 46.3 46.3 0.01 -0.97 8.31 0.82 -0.57 -0.59 0.28 Eq. 3.3.1-4 1.164 1.164 24.22 34.91 34.91 18.62 18.62 -11.5 20.7 -2.0 -0.2 -2.4 07070773 *D0707 *D0773 ~SC3 H225AS 46.3 46.3 0.01 -1.06 8.98 0.93 0.47 -0.52 0.30 Eq. 3.3.1-4 1.163 1.163 24.22 34.91 34.91 18.62 18.62 -12.6 22.4 -2.3 -0.3 -2.5 07300736 *D0730 *D0736 ~SC4 H135AS 44.6 48.5 50.00 0.04 -7.70 -4.91 -0.03 0.05 0.38 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 1.3 -228.0 14.1 -0.6 0.8 07320738 *D0732 *D0738 ~SC4 H135AS 44.6 48.5 50.00 0.02 7.53 4.88 -0.02 0.05 0.37 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 0.7 -223.0 14.0 -0.5 0.8 07110712 *D0712 *D0711 ~SC5 H090AS 5.6 35.7 100.00 -0.06 0.84 0.84 0.04 0.44 0.05 Eq H1-3 1.176 1.176 25.97 31.60 35.91 19.15 19.15 -0.8 5.7 -0.4 0.2 3.0 07120713 *D0713 *D0712 ~SC5 H270AC 11.2 71.3 0.01 -0.32 -2.44 -0.27 -0.01 -0.11 0.11 Eq H1-3 1.176 1.167 21.67 28.31 35.91 19.15 19.15 -4.1 -16.6 0.1 -0.1 -0.8 07130714 *D0714 *D0713 ~SC5 H270AS 11.2 71.3 0.01 -0.16 -1.89 -4.20 0.12 -0.21 0.19 Eq H1-3 1.176 1.172 21.67 28.31 35.91 19.15 19.15 -2.1 -12.9 2.2 0.7 -1.5 07130723 *D0723 *D0713 ~SC5 H090AC 5.6 35.7 0.02 -0.62 -2.48 2.35 -0.12 0.06 0.17 Eq H1-3 1.176 1.172 25.97 31.60 35.91 19.15 19.15 -8.0 -16.8 -1.2 -0.7 0.4 07140715 *D0715 *D0714 ~SC5 H270AS 5.6 35.7 100.00 -0.09 -1.89 8.54 -0.39 -0.47 0.30 Eq H1-3 1.176 1.176 25.97 31.60 35.91 19.15 19.15 -1.2 -12.9 4.5 -2.3 -3.2 07230743 *D0743 *D0723 ~SC5 H090AC 11.2 71.3 100.00 -0.24 -2.08 0.71 -0.01 -0.01 0.10 Eq H1-3 1.176 1.169 21.67 28.31 35.91 19.15 19.15 -3.1 -14.1 -0.4 -0.0 -0.1 07430763 *D0763 *D0743 ~SC5 H225AS 11.2 71.3 100.00 -0.40 -1.99 -0.56 -0.03 -0.15 0.10 Eq H1-3 1.176 1.164 21.67 28.31 35.91 19.15 19.15 -5.2 -13.5 0.3 -0.2 -1.0 07630773 *D0773 *D0763 ~SC5 H270AC 5.6 35.7 100.00 -0.67 -2.45 -2.17 -0.04 -0.33 0.16 Eq H1-3 1.176 1.171 25.97 31.60 35.91 19.15 19.15 -8.7 -16.7 -1.2 -0.3 -2.3 07710772 *D0772 *D0771 ~SC5 H270AS 5.6 35.7 0.02 0.09 -1.24 0.08 -0.00 0.31 0.04 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 1.2 -8.4 -0.0 -0.0 2.2 07720773 *D0773 *D0772 ~SC5 H090AC 11.2 71.3 0.01 -0.33 -2.86 0.55 -0.06 -0.21 0.13 Eq H1-3 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm 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 -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 07720773 *D0773 *D0772 ~SC5 H090AC 1.176 1.166 21.67 28.31 35.91 19.15 19.15 -4.3 -19.5 -0.3 -0.4 -1.4 07730774 *D0774 *D0773 ~SC5 H270AS 11.2 71.3 0.01 -0.22 -2.02 -4.14 0.12 -0.20 0.20 Eq H1-3 1.176 1.170 21.67 28.31 35.91 19.15 19.15 -2.8 -13.7 2.2 0.7 -1.4 07740775 *D0775 *D0774 ~SC5 H270AS 5.6 35.7 100.00 -0.13 -2.02 8.59 -0.40 -0.51 0.31 Eq H1-3 1.176 1.175 25.97 31.60 35.91 19.15 19.15 -1.7 -13.7 4.6 -2.3 -3.5 07120722 *D0722 *D0712 ~SC6 H090AC 8.1 43.3 0.02 -0.51 -3.27 2.39 -0.09 -0.78 0.19 Eq H1-3 1.176 1.171 25.16 31.60 35.91 19.15 19.15 -3.3 -7.9 -0.6 -0.3 -2.3 07140724 *D0724 *D0714 ~SC6 H090AC 8.1 43.3 0.02 -0.36 -4.45 8.02 -0.33 -0.21 0.38 Eq H1-3 1.176 1.172 25.16 31.60 35.91 19.15 19.15 -2.3 -10.7 -1.9 -1.1 -0.6 07150725 *D0725 *D0715 ~SC6 H270AS 8.1 43.3 100.00 0.22 7.85 12.09 0.40 1.38 0.59 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 1.4 19.0 -2.8 1.3 4.2 07220742 *D0742 *D0722 ~SC6 H270AC 16.3 86.7 100.00 -0.13 -4.70 0.14 -0.00 -0.51 0.19 Eq H1-3 1.176 1.171 19.41 26.23 35.91 19.15 19.15 -0.8 -11.3 -0.0 -0.0 -1.5 07240744 *D0744 *D0724 ~SC6 H270AS 16.3 86.7 0.01 -0.38 -2.56 -1.92 0.03 -0.21 0.17 Eq H1-3 1.176 1.160 19.41 26.23 35.91 19.15 19.15 -2.5 -6.2 0.4 0.1 -0.6 07250745 *D0745 *D0725 ~SC6 H270AS 16.3 86.7 100.00 0.08 -6.27 3.06 0.07 0.72 0.31 Eq H1-3 1.000 1.000 28.73 28.73 35.91 19.15 19.15 0.5 -15.1 -0.7 0.2 2.2 07420762 *D0762 *D0742 ~SC6 H270AS 16.3 86.7 0.01 -0.21 5.13 0.03 0.00 -0.86 0.21 Eq H1-3 1.176 1.167 19.41 26.23 35.91 19.15 19.15 -1.4 12.4 -0.0 0.0 -2.6 07440764 *D0764 *D0744 ~SC6 H270AC 16.3 86.7 100.00 -0.26 -2.57 1.86 -0.03 -0.21 0.16 Eq H1-3 1.176 1.165 19.41 26.23 35.91 19.15 19.15 -1.7 -6.2 -0.4 -0.1 -0.6 07450765 *D0765 *D0745 ~SC6 H090AC 16.3 86.7 0.01 0.04 -5.68 2.87 -0.06 -0.79 0.28 Eq H1-3 1.000 1.000 28.73 28.73 35.91 19.15 19.15 0.3 -13.7 -0.7 -0.2 -2.4 07620772 *D0772 *D0762 ~SC6 H270AS 8.1 43.3 100.00 -0.51 3.95 2.24 0.08 0.89 0.21 Eq H1-3 1.176 1.171 25.16 31.60 35.91 19.15 19.15 -3.3 9.5 -0.5 0.3 2.7 07640774 *D0774 *D0764 ~SC6 H270AS 8.1 43.3 100.00 0.50 -3.99 8.13 0.34 -0.78 0.37 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 3.3 -9.6 -1.9 1.1 -2.4 07650775 *D0775 *D0765 ~SC6 H270AS 8.1 43.3 0.02 0.27 9.84 -12.34 0.41 -1.42 0.66 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 1.8 23.8 2.9 1.4 -4.3 00170762 *D0762 *D0017 ~SC7 H270AC 8.1 43.3 0.02 -0.64 -6.01 0.05 0.00 -0.61 0.22 Eq H1-3 1.176 1.169 25.16 31.60 35.91 19.15 19.15 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm 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 -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 00170762 *D0762 *D0017 ~SC7 H270AC -4.1 -14.5 -0.0 0.0 -1.8 07210722 *D0722 *D0721 ~SC7 H090AS 8.1 43.3 100.00 -0.69 5.39 0.83 0.03 2.17 0.22 Eq H1-3 1.176 1.169 25.16 31.60 35.91 19.15 19.15 -4.5 13.0 -0.2 0.1 6.5 07220723 *D0723 *D0722 ~SC7 H090AC 16.3 86.7 100.00 -0.47 -3.67 2.14 -0.04 -0.15 0.22 Eq H1-3 1.176 1.156 19.41 26.23 35.91 19.15 19.15 -3.0 -8.9 -0.5 -0.1 -0.5 07220791 *D0722 *D0791 ~SC7 H090AC 8.8 46.8 100.00 -0.38 -4.79 0.10 -0.02 -0.65 0.17 Eq H1-3 1.176 1.172 24.77 31.60 35.91 19.15 19.15 -2.4 -11.6 -0.0 -0.1 -1.9 07230724 *D0724 *D0723 ~SC7 H090AC 16.3 86.7 0.01 -0.18 -1.71 2.02 -0.09 -0.42 0.13 Eq H1-3 1.176 1.168 19.41 26.23 35.91 19.15 19.15 -1.2 -4.1 -0.5 -0.3 -1.3 07230791 *D0723 *D0791 ~SC7 H090AC 8.8 46.8 100.00 -0.16 -5.09 0.59 -0.01 -0.71 0.18 Eq H1-3 1.176 1.174 24.77 31.60 35.91 19.15 19.15 -1.0 -12.3 -0.1 -0.0 -2.1 07230793 *D0723 *D0793 ~SC7 H090AC 8.8 46.8 100.00 -0.75 -2.18 0.93 -0.04 -0.15 0.13 Eq H1-3 1.176 1.167 24.77 31.60 35.91 19.15 19.15 -4.9 -5.3 -0.2 -0.1 -0.4 07240725 *D0725 *D0724 ~SC7 H270AS 8.1 43.3 100.00 -0.17 -2.31 -13.22 -0.50 -0.48 0.45 Eq H1-3 1.176 1.175 25.16 31.60 35.91 19.15 19.15 -1.1 -5.6 3.1 -1.7 -1.4 07240793 *D0724 *D0793 ~SC7 H090AS 8.8 46.8 100.00 -0.53 -4.56 0.24 0.03 -0.38 0.17 Eq H1-3 1.176 1.170 24.77 31.60 35.91 19.15 19.15 -3.4 -11.0 -0.1 0.1 -1.1 07410742 *D0742 *D0741 ~SC7 H090AC 8.1 43.3 0.02 0.01 -2.11 0.88 -0.05 0.12 0.09 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 0.1 -5.1 -0.2 -0.2 0.3 07420743 *D0743 *D0742 ~SC7 H270AS 16.3 86.7 0.01 0.09 -0.84 -0.82 0.04 0.04 0.06 Eq H1-3 1.000 1.000 28.73 28.73 35.91 19.15 19.15 0.6 -2.0 0.2 0.1 0.1 07420791 *D0742 *D0791 ~SC7 H270AC 8.8 46.8 100.00 -0.12 -5.76 0.30 -0.00 -0.58 0.20 Eq H1-3 1.176 1.175 24.77 31.60 35.91 19.15 19.15 -0.8 -13.9 -0.1 -0.0 -1.7 07420795 *D0742 *D0795 ~SC7 H090AC 8.8 46.8 100.00 -0.21 -4.71 0.10 -0.02 -0.44 0.16 Eq H1-3 1.176 1.174 24.77 31.60 35.91 19.15 19.15 -1.4 -11.4 -0.0 -0.1 -1.3 07430744 *D0744 *D0743 ~SC7 H270AS 16.3 86.7 0.01 0.04 0.80 -2.03 0.06 -0.23 0.09 Eq H1-3 1.000 1.000 28.73 28.73 35.91 19.15 19.15 0.2 1.9 0.5 0.2 -0.7 07430791 *D0743 *D0791 ~SC7 H090AC 8.8 46.8 100.00 -0.32 -4.86 0.17 0.01 -0.60 0.17 Eq H1-3 1.176 1.172 24.77 31.60 35.91 19.15 19.15 -2.1 -11.7 -0.0 0.0 -1.8 07430793 *D0743 *D0793 ~SC7 H090AS 8.8 46.8 100.00 -0.50 -4.39 -0.48 -0.02 -0.49 0.17 Eq H1-3 1.176 1.170 24.77 31.60 35.91 19.15 19.15 -3.3 -10.6 0.1 -0.1 -1.5 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm 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 -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 07430795 *D0743 *D0795 ~SC7 H270AC 8.8 46.8 100.00 -0.29 -5.05 0.03 -0.01 -0.60 0.17 Eq H1-3 1.176 1.173 24.77 31.60 35.91 19.15 19.15 -1.9 -12.2 -0.0 -0.0 -1.8 07430797 *D0743 *D0797 ~SC7 H270AS 8.8 46.8 100.00 0.71 -3.83 0.44 0.01 -0.41 0.16 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 4.6 -9.2 -0.1 0.0 -1.2 07440745 *D0745 *D0744 ~SC7 H270AS 8.1 43.3 100.00 -0.00 -0.47 -10.59 -0.37 -0.08 0.31 Eq H1-3 1.176 1.176 25.16 31.60 35.91 19.15 19.15 -0.0 -1.1 2.5 -1.2 -0.2 07440793 *D0744 *D0793 ~SC7 H270AS 8.8 46.8 0.02 0.73 -0.92 -2.39 0.07 0.43 0.12 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 4.7 -2.2 0.6 0.2 1.3 07440797 *D0744 *D0797 ~SC7 H270AS 8.8 46.8 0.02 -0.75 -0.90 -2.40 0.07 0.31 0.13 Eq H1-3 1.176 1.167 24.77 31.60 35.91 19.15 19.15 -4.9 -2.2 0.6 0.2 0.9 07620763 *D0763 *D0762 ~SC7 H270AS 16.3 86.7 100.00 0.25 -4.83 -2.04 -0.10 0.45 0.23 Eq H1-3 1.000 1.000 28.73 28.73 35.91 19.15 19.15 1.6 -11.7 0.5 -0.3 1.3 07620795 *D0762 *D0795 ~SC7 H270AC 8.8 46.8 100.00 -0.34 -4.99 0.32 0.00 -0.64 0.18 Eq H1-3 1.176 1.172 24.77 31.60 35.91 19.15 19.15 -2.2 -12.0 -0.1 0.0 -1.9 07630764 *D0764 *D0763 ~SC7 H090AC 16.3 86.7 0.01 -0.11 -1.58 2.22 -0.10 -0.35 0.13 Eq H1-3 1.176 1.171 19.41 26.23 35.91 19.15 19.15 -0.7 -3.8 -0.5 -0.3 -1.1 07630795 *D0763 *D0795 ~SC7 H090AC 8.8 46.8 100.00 -0.22 -4.37 0.52 -0.01 -0.66 0.16 Eq H1-3 1.176 1.174 24.77 31.60 35.91 19.15 19.15 -1.4 -10.6 -0.1 -0.0 -2.0 07630797 *D0763 *D0797 ~SC7 H270AS 8.8 46.8 100.00 -0.78 -2.30 -0.98 -0.03 0.27 0.13 Eq H1-3 1.176 1.166 24.77 31.60 35.91 19.15 19.15 -5.0 -5.5 0.2 -0.1 0.8 07640765 *D0765 *D0764 ~SC7 H270AS 8.1 43.3 100.00 0.17 -2.33 -13.37 -0.50 -0.49 0.45 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 1.1 -5.6 3.1 -1.7 -1.5 07640797 *D0764 *D0797 ~SC7 H090AC 8.8 46.8 100.00 -0.69 -3.76 0.23 -0.01 -0.34 0.15 Eq H1-3 1.176 1.168 24.77 31.60 35.91 19.15 19.15 -4.5 -9.1 -0.1 -0.0 -1.0 07160726 *D0716 *D0726 ~SC8 H135AS 2.7 14.8 100.00 0.01 -0.10 -0.15 0.02 0.13 0.01 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 0.4 3.0 -0.4 0.3 2.2 07170718 *D0717 *D0718 ~SC8 H225AC 44.6 24.2 100.00 -0.12 4.86 -1.63 -0.01 -0.00 0.20 Eq H1-3 1.175 1.176 25.03 31.60 35.91 19.15 19.15 -4.4 -144.0 -4.7 -0.3 -0.1 07170726 *D0726 *D0717 ~SC8 H135AS 36.4 19.8 100.00 0.11 4.15 0.63 0.02 -0.36 0.15 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 3.9 -122.8 1.8 0.3 -5.9 07180719 *D0718 *D0719 ~SC8 H135AC 44.6 24.2 0.01 -0.11 -4.88 1.61 -0.06 -0.01 0.20 Eq H1-3 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm 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 -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 07180719 *D0718 *D0719 ~SC8 H135AC 1.175 1.176 25.03 31.60 35.91 19.15 19.15 -3.9 -144.6 -4.6 -1.2 -0.1 07190729 *D0719 *D0729 ~SC8 H045AC 36.4 19.8 0.01 -0.12 4.16 -0.54 -0.01 0.18 0.15 Eq H1-3 1.176 1.176 25.90 31.60 35.91 19.15 19.15 -4.3 -123.2 -1.5 -0.2 3.0 07200729 *D0729 *D0720 ~SC8 H225AS 2.7 14.8 0.03 0.01 0.10 0.14 -0.02 -0.13 0.01 Eq H1-3 1.000 1.000 28.73 31.60 35.91 19.15 19.15 0.4 3.0 -0.4 -0.3 -2.2 07060718 *D0718 *D0706 ~SD0 H270AC 9.3 50.4 100.00 -2.52 -1.33 0.65 -0.01 -0.09 0.17 Eq H1-3 1.175 1.139 24.36 28.73 28.73 19.15 19.15 -11.3 -1.5 -0.1 -0.0 -0.2 07090718 *D0718 *D0709 ~SD0 H270AS 9.3 50.4 0.00 -3.38 1.17 -1.07 0.01 0.10 0.22 Eq H1-3 1.175 1.126 24.36 28.73 28.73 19.15 19.15 -15.2 -1.3 0.1 0.0 0.2 07010833 *D0701 *D0833 ~SD1 H135AS 29.3 39.1 0.00 -10.49 4.60 1.62 -0.14 -0.16 0.55 Eq. 3.3.1-2 1.123 1.081 24.96 34.91 34.91 18.62 18.62 -377.0 50.1 -17.6 -2.0 -2.6 07050853 *D0705 *D0853 ~SD1 H225AS 39.1 39.1 0.00 -10.70 4.68 -1.95 0.16 -0.16 0.56 Eq. 3.3.1-2 1.079 1.079 24.96 34.91 34.91 18.62 18.62 -384.6 51.0 21.3 2.3 -2.6 07030837 *D0703 *D0837 ~SD2 H045AC 33.1 44.2 0.00 -9.79 -2.11 3.36 -0.38 -0.38 0.51 Eq. 3.3.1-2 1.113 1.063 24.44 34.91 34.91 18.62 18.62 -207.7 -12.1 -19.3 -2.5 -0.8 07070857 *D0707 *D0857 ~SD2 H315AC 44.2 44.2 0.00 -10.01 -2.37 2.65 -0.32 -0.32 0.51 Eq. 3.3.1-2 1.061 1.061 24.44 34.91 34.91 18.62 18.62 -212.2 -13.7 -15.3 -2.0 -0.7 04010501 *D0401 *D0501 ~SUC H090AC 2.6 2.6 100.00 -7.64 -1.73 3.52 -1.09 -0.92 0.36 Eq. 3.3.1-2 1.176 1.176 28.59 35.91 35.91 19.15 19.15 -1402.9 -301.1 -613.5 -100.0 -84.6 04030503 *D0403 *D0503 ~SUC H270AS 2.6 2.6 100.00 -6.88 -3.28 -0.21 -0.12 -1.76 0.32 Eq. 3.3.1-2 1.176 1.176 28.59 35.91 35.91 19.15 19.15 -1263.5 -571.5 35.8 -10.7 -161.8 04050505 *D0405 *D0505 ~SUC H270AS 2.6 2.6 100.00 -7.89 -1.78 -3.53 -1.98 -0.95 0.37 Eq. 3.3.1-2 1.176 1.176 28.59 35.91 35.91 19.15 19.15 -1449.0 -310.9 614.7 -181.6 -87.4 04070507 *D0407 *D0507 ~SUC H090AS 2.6 2.6 100.00 -8.00 -3.94 0.28 0.15 -2.12 0.37 Eq. 3.3.1-2 1.176 1.176 28.59 35.91 35.91 19.15 19.15 -1469.2 -686.8 -48.6 14.0 -194.6 00100017 *D0017 *D0010 ~SV1 H270AS 71.1 71.1 0.01 7.32 17.41 9.85 -0.30 -0.67 0.56 Eq. 3.3.1-2 1.000 1.000 41.50 51.87 51.87 27.66 27.66 61.5 17.7 -10.0 -1.3 -2.8 07020802 *D0702 *D0802 ~SV1 H090AS 71.1 71.1 0.01 5.71 -15.30 -0.02 0.12 0.60 0.43 Eq. 3.3.1-2 1.000 1.000 41.50 51.87 51.87 27.66 27.66 48.0 -15.6 0.0 0.1 2.5 07040804 *D0704 *D0804 ~SV1 H270AS 71.1 71.1 0.01 5.75 15.74 -0.02 -0.10 -0.61 0.44 Eq. 3.3.1-2 1.000 1.000 41.50 51.87 51.87 27.66 27.66 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm 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 -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 07040804 *D0704 *D0804 ~SV1 H270AS 48.3 16.0 0.0 0.0 -2.6 07150830 *D0715 *D0830 ~SV1 H090AS 71.1 71.1 0.01 0.69 -21.69 2.52 0.37 0.85 0.44 Eq. 3.3.1-2 1.000 1.000 41.50 51.87 51.87 27.66 27.66 5.8 -22.1 -2.6 -0.2 3.6 07210825 *D0721 *D0825 ~SV1 H270AS 71.1 71.1 0.01 5.63 17.96 8.20 -0.26 -0.70 0.52 Eq. 3.3.1-2 1.000 1.000 41.50 51.87 51.87 27.66 27.66 47.3 18.3 -8.4 -1.1 -3.0 07300833 *D0730 *D0833 ~SV1 H270AS 71.1 71.1 100.00 2.22 32.03 -2.45 1.15 1.33 0.67 Eq. 3.3.1-2 1.000 1.000 41.50 51.87 51.87 27.66 27.66 18.7 32.6 2.5 -0.4 5.1 07320837 *D0732 *D0837 ~SV1 H270AS 71.1 71.1 0.01 2.47 -30.16 1.02 0.92 1.10 0.64 Eq. 3.3.1-2 1.000 1.000 41.50 51.87 51.87 27.66 27.66 20.8 -30.7 -1.0 -0.2 4.5 07360853 *D0736 *D0853 ~SV1 H090AS 71.1 71.1 100.00 2.22 -32.37 -2.53 -1.20 -1.37 0.68 Eq. 3.3.1-2 1.000 1.000 41.50 51.87 51.87 27.66 27.66 18.7 -33.0 2.6 -0.4 -5.2 07380857 *D0738 *D0857 ~SV1 H090AS 71.1 71.1 0.01 2.48 30.71 1.09 -0.94 -1.13 0.65 Eq. 3.3.1-2 1.000 1.000 41.50 51.87 51.87 27.66 27.66 20.8 31.3 -1.1 -0.2 -4.6 07750870 *D0775 *D0870 ~SV1 H270AS 71.1 71.1 0.01 0.71 23.35 3.09 0.41 -0.91 0.47 Eq. 3.3.1-2 1.000 1.000 41.50 51.87 51.87 27.66 27.66 6.0 23.8 -3.1 -0.3 -3.9 07260806 *D0726 *D0806 ~SV2 H090AS 71.1 71.1 0.01 2.10 -12.56 -0.85 -0.07 0.44 0.29 Eq. 3.3.1-2 1.000 1.000 41.50 51.87 51.87 27.66 27.66 17.6 -12.8 0.9 0.1 1.8 07290809 *D0729 *D0809 ~SV2 H270AS 71.1 71.1 0.01 2.12 13.58 -1.01 0.09 -0.48 0.31 Eq. 3.3.1-2 1.000 1.000 41.50 51.87 51.87 27.66 27.66 17.9 13.8 1.0 0.1 -2.0 00020601 *D0601 *D0002 ~TRB H090AS 54.7 54.7 0.00 -19.52 0.63 1.64 0.17 -0.17 0.88 Eq. 3.3.1-2 0.831 0.831 23.85 35.91 35.91 19.15 19.15 -536.5 6.1 -16.0 -0.7 -1.6 00020605 *D0605 *D0002 ~TRB H270AS 54.7 54.7 100.00 -19.78 2.25 0.46 -0.16 0.18 0.91 Eq. 3.3.1-2 0.826 0.826 23.85 35.91 35.91 19.15 19.15 -543.7 22.0 -4.5 0.6 1.8 00040603 *D0603 *D0004 ~TRB H090AS 54.7 54.7 100.00 -20.92 1.68 -0.29 -0.05 0.07 0.94 Eq. 3.3.1-2 0.806 0.806 23.85 35.91 35.91 19.15 19.15 -575.2 16.3 2.9 -0.2 1.0 00190913 *D0019 *D0913 ~V1 H270AS 33.9 33.9 0.00 -0.33 11.40 -1.39 0.16 -0.92 0.34 Eq. 3.3.1-4 1.174 1.174 25.47 34.91 34.91 18.62 18.62 -19.9 256.7 31.4 4.7 -27.4 08730973 *D0873 *D0973 ~V1 H090AC 33.9 33.9 0.00 -0.82 -12.53 1.03 -0.03 -0.40 0.39 Eq. 3.3.1-4 1.171 1.171 25.47 34.91 34.91 18.62 18.62 -48.7 -281.9 -23.2 -0.9 -11.9 08310931 *D0831 *D0931 ~V2 H270AC 26.3 26.3 100.00 -0.56 -12.75 7.62 0.26 -1.14 0.45 Eq. 3.3.1-4 1.174 1.174 26.15 34.91 34.91 18.62 18.62 -49.7 -513.4 -306.8 9.5 -51.0 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm 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 -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 08390939 *D0839 *D0939 ~V2 H270AS 26.3 26.3 0.00 -0.09 -6.15 11.57 -1.14 0.66 0.38 Eq. 3.3.1-4 1.176 1.176 26.15 34.91 34.91 18.62 18.62 -8.1 -247.5 -465.7 -51.1 26.6 08510951 *D0851 *D0951 ~V2 H090AS 26.3 26.3 100.00 -0.51 13.65 7.53 0.77 -1.04 0.47 Eq. 3.3.1-4 1.174 1.174 26.15 34.91 34.91 18.62 18.62 -45.5 549.4 -303.0 34.5 -46.7 08590959 *D0859 *D0959 ~V2 H090AS 26.3 26.3 0.00 -0.09 7.92 11.36 -1.13 -0.79 0.40 Eq. 3.3.1-4 1.176 1.176 26.15 34.91 34.91 18.62 18.62 -8.4 318.9 -457.5 -50.5 -35.2 00360917 *D0036 *D0917 ~V3 H090AS 37.9 37.9 0.00 -0.18 13.84 3.89 -0.29 -0.99 0.42 Eq. 3.3.1-4 1.175 1.175 25.08 34.91 34.91 18.62 18.62 -9.5 248.1 -69.7 -7.8 -26.4 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm 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 -------- -------- -------- ------- ------- ----- -------- -------- -------- -------- -------------- ------- ------- ------- ------- *D0002 *D0605 *D0701 18.000 0.500 36.0 H090AS -16.3 2.3 -0.5 *D0601 18.000 0.500 36.0 -534.3 16.9 -2.4 0.00 0.00 1.00 192.7 158.3 95.4 2.81 *D0002 *D0605 *D0701 18.000 0.500 36.0 H090AS -16.3 2.3 -0.5 *D0705 18.000 0.500 36.0 -533.0 18.3 -6.1 0.00 0.00 1.00 192.8 158.3 95.4 2.84 *D0004 *D0607 *D0703 18.000 0.500 36.0 H090AS -17.9 3.1 -0.5 *D0603 18.000 0.500 36.0 -575.2 16.3 2.9 0.00 0.00 1.00 187.3 151.0 91.0 3.11 *D0004 *D0607 *D0703 18.000 0.500 36.0 H090AS -17.9 3.1 -0.5 *D0707 18.000 0.500 36.0 -573.7 20.3 -3.8 0.00 0.00 1.00 187.4 151.0 91.0 3.12 *D0601 *D0501 *D0621 48.000 1.250 36.0 H090AC -7.6 -2.5 -5.1 *D0002 18.000 0.500 36.0 -536.5 -1.7 -16.5 0.00 1.00 0.00 564.2 500.4 277.5 1.01 *D0603 *D0503 *D0623 48.000 1.250 36.0 H090AS -7.3 -3.8 0.3 *D0004 18.000 0.500 36.0 -577.5 11.0 -3.3 0.00 1.00 0.00 579.0 508.8 282.1 1.01 *D0605 *D0505 *D0625 48.000 1.250 36.0 H270AS -7.9 -2.5 5.1 *D0002 18.000 0.500 36.0 -546.0 -11.2 14.3 0.00 1.00 0.00 570.5 502.8 278.8 1.01 *D0607 *D0507 *D0627 48.000 1.250 36.0 H270AC -8.2 -4.6 -0.4 *D0004 18.000 0.500 36.0 -590.2 -23.8 -2.9 0.00 1.00 0.00 565.2 502.2 278.4 1.06 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm 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 -------- -------- -------- ------- ------- ----- -------- -------- -------- -------- -------------- ------- ------- ------- ------- *D0651 *D0641 *D0661 42.000 1.250 50.0 H090AS -7.7 3.6 -3.1 *D0811 16.000 0.500 35.0 -27.9 30.0 -17.6 0.00 1.00 0.00 744.7 544.7 324.8 0.09 *D0651 *D0641 *D0661 42.000 1.250 50.0 H090AC -7.7 -4.3 -3.1 *D0831 20.000 0.500 35.0 -144.8 -1.3 -58.2 0.00 1.00 0.00 1105.5 1010.6 534.9 0.24 *D0655 *D0635 *D0705 42.000 1.250 36.0 H090AC -8.0 -4.4 -2.1 *D0851 20.000 0.500 35.0 -145.6 -10.0 -60.4 0.00 1.00 0.00 755.4 707.2 374.3 0.35 *D0655 *D0635 *D0705 42.000 1.250 36.0 H090AS -8.0 6.9 -2.1 *D0873 14.000 0.500 35.0 -158.8 18.3 -2.6 0.00 1.00 0.00 521.9 341.3 224.6 0.32 *D0657 *D0637 *D0707 42.000 1.250 36.0 H090AS -8.2 10.5 0.9 *D0877 20.000 0.500 35.0 -292.2 58.5 18.9 0.00 1.00 0.00 759.6 733.3 388.1 0.44 *D0701 *D0661 *D0801 42.000 1.250 50.0 H270AS -6.8 5.2 5.7 *D0002 18.000 0.500 36.0 -541.3 -63.9 -12.6 0.03 0.97 0.00 880.3 713.2 396.2 0.65 *D0701 *D0661 *D0801 42.000 1.250 50.0 H090AS -6.9 4.7 5.4 *D0802 14.000 0.500 35.0 -464.4 25.3 3.5 0.03 0.97 0.00 698.6 434.0 285.7 0.68 *D0701 *D0661 *D0801 42.000 1.250 50.0 H135AS -6.0 2.8 12.2 *D0833 16.000 0.750 35.0 -377.0 50.1 -17.6 0.00 1.00 0.00 785.8 575.7 343.3 0.54 *D0703 *D0653 *D0803 42.000 1.250 50.0 H270AC -6.9 -2.2 0.2 *D0004 18.000 0.500 36.0 -586.5 -71.6 -1.6 0.00 1.00 0.00 881.0 716.0 397.8 0.68 *D0703 *D0653 *D0803 42.000 1.250 50.0 H090AC -6.9 -3.2 0.1 *D0825 14.000 0.500 35.0 -521.1 -26.0 -4.1 0.00 1.00 0.00 698.1 435.3 286.5 0.76 *D0703 *D0653 *D0803 42.000 1.250 50.0 H090AS -6.9 4.8 1.1 *D0713 10.750 0.365 35.0 -12.4 17.6 -2.7 0.00 1.00 0.00 403.8 183.7 153.4 0.06 *D0703 *D0653 *D0803 42.000 1.250 50.0 H045AC -5.4 -1.5 -7.6 *D0837 14.000 0.500 35.0 -207.7 -12.1 -19.3 0.00 1.00 0.00 696.9 435.3 286.5 0.37 *D0705 *D0655 *D0805 42.000 1.250 50.0 H090AS -6.5 -5.2 5.7 *D0002 18.000 0.500 36.0 -530.7 64.2 17.5 0.04 0.96 0.00 888.3 715.5 397.5 0.65 *D0705 *D0655 *D0805 42.000 1.250 50.0 H270AC -6.7 -4.9 2.5 *D0804 16.000 0.500 35.0 -521.9 -29.2 -8.0 0.00 1.00 0.00 812.7 585.3 349.0 0.67 *D0705 *D0655 *D0805 42.000 1.250 50.0 H225AS -5.8 -3.4 12.7 *D0853 16.000 0.750 35.0 -384.6 51.0 21.3 0.00 1.00 0.00 786.2 576.1 343.5 0.56 *D0707 *D0657 *D0807 42.000 1.250 50.0 H090AS -6.8 -5.1 1.8 *D0004 18.000 0.500 36.0 -571.4 83.6 4.4 0.02 0.98 0.00 885.9 716.1 397.8 0.67 *D0707 *D0657 *D0807 42.000 1.250 50.0 H270AC -6.7 -5.1 0.5 *D0010 16.000 0.750 35.0 -680.7 -47.8 -4.2 0.00 1.00 0.00 810.1 584.1 348.3 0.86 *D0707 *D0657 *D0807 42.000 1.250 50.0 H045AC -5.4 -4.3 -6.7 *D0857 14.000 0.500 35.0 -195.2 -11.9 -22.8 0.00 1.00 0.00 698.4 435.9 286.9 0.36 *D0707 *D0657 *D0807 42.000 1.250 50.0 H270AS -6.7 -5.1 1.9 *D0773 10.750 0.365 35.0 -13.3 18.9 -3.1 0.00 1.00 0.00 404.9 183.9 153.6 0.06 *D0901 *D0801 *D1001 42.000 1.250 50.0 H270AC -2.2 -12.6 -1.4 *D0911 20.000 0.573 36.0 -5.6 0.0 -0.0 0.00 0.00 1.00 454.0 559.7 296.3 0.01 *D0901 *D0801 *D1001 42.000 1.250 50.0 H270AS -2.2 -12.6 -1.4 *D0945 20.000 0.602 36.0 29.2 -0.0 0.0 0.00 1.00 0.00 691.4 559.7 296.3 0.04 *D0901 *D0801 *D1001 42.000 1.250 50.0 H090AS -2.0 -10.6 -1.7 *D0915 20.000 0.573 36.0 20.8 0.0 -0.0 0.00 0.87 0.13 673.7 560.8 296.9 0.03 *D0901 *D0801 *D1001 42.000 1.250 50.0 H090AS -2.0 -10.6 -1.7 *D0941 20.000 0.602 36.0 2.7 107.6 -3.3 0.00 0.00 1.00 535.1 560.8 296.9 0.05 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm 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 -------- -------- -------- ------- ------- ----- -------- -------- -------- -------- -------------- ------- ------- ------- ------- *D0903 *D0803 *D1003 42.000 1.250 50.0 H270AC -2.3 -14.8 -0.0 *D0915 20.000 0.573 36.0 -20.6 -0.0 -0.0 0.00 0.34 0.66 512.9 558.5 295.6 0.04 *D0903 *D0803 *D1003 42.000 1.250 50.0 H090AC -2.0 -12.8 0.2 *D0949 20.000 0.602 36.0 -16.2 -0.0 -0.0 0.00 0.00 1.00 455.0 560.0 296.4 0.04 *D0903 *D0803 *D1003 42.000 1.250 50.0 H270AS -2.3 -14.8 2.2 *D0918 20.000 0.573 36.0 -11.1 44.6 8.4 0.00 1.00 0.00 626.5 558.5 295.6 0.05 *D0903 *D0803 *D1003 42.000 1.250 50.0 H270AS -2.3 -14.8 2.2 *D0945 20.000 0.602 36.0 20.0 0.0 -0.0 0.00 1.00 0.00 688.3 558.5 295.6 0.03 *D0905 *D0805 *D1005 42.000 1.250 50.0 H090AS -2.1 13.2 -1.2 *D0941 20.000 0.602 36.0 3.5 89.5 3.9 0.00 0.00 1.00 533.7 559.7 296.2 0.05 *D0905 *D0805 *D1005 42.000 1.250 50.0 H270AS -1.9 11.0 -1.4 *D0975 20.000 0.573 36.0 22.9 -0.0 0.0 0.00 0.85 0.15 670.4 560.9 296.9 0.03 *D0905 *D0805 *D1005 42.000 1.250 50.0 H090AS -2.1 13.2 -1.2 *D0945 20.000 0.602 36.0 23.7 0.0 -0.0 0.00 1.00 0.00 691.1 559.7 296.2 0.03 *D0905 *D0805 *D1005 42.000 1.250 50.0 H090AC -2.1 -9.8 -1.2 *D0971 20.000 0.573 36.0 -8.3 0.0 0.0 0.00 0.00 1.00 455.4 561.1 297.0 0.02 *D0907 *D0807 *D1007 42.000 1.250 50.0 H090AS -2.1 14.7 2.2 *D0945 20.000 0.602 36.0 19.8 -0.0 0.0 0.00 1.00 0.00 688.9 558.8 295.8 0.03 *D0907 *D0807 *D1007 42.000 1.250 50.0 H225AS -1.6 7.0 5.9 *D0978 20.000 0.573 36.0 -7.7 28.7 -9.4 0.00 1.00 0.00 634.3 562.1 297.6 0.05 *D0907 *D0807 *D1007 42.000 1.250 50.0 H270AC -1.8 -13.6 0.1 *D0949 20.000 0.602 36.0 -15.0 0.0 0.0 0.00 1.00 0.00 629.3 559.8 296.3 0.02 *D0935 *D0917 *D0943 20.000 0.602 36.0 H270AS 0.5 -0.0 0.0 *D0913 20.000 0.573 36.0 16.1 0.0 0.0 0.22 0.10 0.68 326.8 303.6 188.5 0.05 *D0935 *D0917 *D0943 20.000 0.602 36.0 H270AS 0.5 -0.0 0.0 *D0947 20.000 0.602 36.0 14.4 0.0 -0.0 0.35 0.00 0.65 338.1 302.0 187.5 0.04 *D0943 *D0935 *D0951 20.000 0.602 36.0 H090AS 0.2 -1.4 -0.2 *D0931 20.000 0.602 36.0 8.1 0.6 21.5 0.00 0.00 1.00 292.8 301.2 187.0 0.14 *D0943 *D0935 *D0951 20.000 0.602 36.0 H270AS 0.2 -1.1 -0.0 *D0955 20.000 0.602 36.0 23.4 0.0 0.0 0.00 0.56 0.44 311.5 301.1 186.9 0.08 *D0945 *D0903 *D0905 20.000 0.602 36.0 H270AS 0.6 -0.0 -0.0 *D0901 20.000 0.602 36.0 29.2 0.0 0.0 0.44 0.52 0.04 366.9 301.6 187.2 0.08 *D0945 *D0903 *D0905 20.000 0.602 36.0 H135AS 0.4 -0.0 -0.0 *D0907 20.000 0.602 36.0 18.5 0.0 -0.0 0.63 0.00 0.37 372.8 301.3 187.0 0.05 *D0947 *D0939 *D0955 20.000 0.602 36.0 H270AS 0.4 0.0 -0.0 *D0935 20.000 0.602 36.0 14.4 0.0 -0.0 0.00 0.31 0.69 303.3 301.3 187.0 0.05 *D0947 *D0939 *D0955 20.000 0.602 36.0 H270AS 0.4 0.0 -0.0 *D0959 20.000 0.602 36.0 14.6 0.0 0.0 0.00 0.00 1.00 292.9 301.3 187.0 0.05 *D0955 *D0947 *D0973 20.000 0.602 36.0 H270AS 0.4 -0.0 0.0 *D0943 20.000 0.602 36.0 23.4 0.0 0.0 0.08 0.21 0.70 310.7 301.3 187.0 0.08 *D0977 *D0877 *D1077 60.000 1.250 50.0 H090AS -0.4 3.4 -0.1 *D0959 20.000 0.573 36.0 20.8 46.8 -9.7 0.00 1.00 0.00 599.0 583.8 303.7 0.07 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm 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 -------- -------- -------- -------- -------- -------- -------- ----- -------- -------- -------- -------- ----- ---------------- *D0002 *D0605 *D0701 ~TRB 50.11 H090AC *D0601 90 256.7 48.1 0.0 291.18 10.14 *D0004 *D0607 *D0703 ~TRB 50.11 H090AC *D0603 90 276.3 51.8 0.0 313.45 10.91 *D0601 *D0501 *D0621 ~KNL 141.90 H090AC *D0002 180 91.7 -123.8 0.0 -40.24 1.40 *D0603 *D0503 *D0623 ~KNL 142.21 H090AC *D0004 180 98.0 -132.4 0.0 -42.94 1.49 *D0605 *D0505 *D0625 ~KNL 141.90 H270AC *D0002 180 93.3 -126.0 0.0 -40.95 1.43 *D0607 *D0507 *D0627 ~KNL 142.21 H270AC *D0004 180 100.2 -135.3 0.0 -43.88 1.53 *D0701 *D0661 *D0801 ~DC8 139.07 H090AC *D0002 180 211.2 -170.3 -12.9 56.39 1.41 *D0703 *D0653 *D0803 ~DCB 139.07 H090AC *D0004 180 198.6 -206.9 6.0 -68.69 1.72 *D0705 *D0655 *D0805 ~DCD 139.07 H090AC *D0002 180 222.9 -180.5 12.6 59.78 1.50 *D0707 *D0657 *D0807 ~DC2 139.07 H090AC *D0004 180 223.2 -239.2 -4.1 -79.46 1.99 *D0801 *D0701 *D0901 ~DC8 105.00 H270AC *D0833 270 32.0 -99.1 4.8 -44.06 1.10 *D0803 *D0703 *D0903 ~DC8 105.00 H090AS *D0839 270 -43.7 91.5 0.3 40.58 1.02 *D0805 *D0705 *D0905 ~DC8 105.00 H270AS *D0873 0 -81.7 121.2 -3.9 53.54 1.34 *D0807 *D0707 *D0907 ~DC3 105.00 H270AS *D0877 0 -8.1 301.6 1.6 134.76 3.38 *D0955 *D0947 *D0973 ~PT1 50.00 H225AS *D0943 0 -1.8 9.0 0.0 36.46 1.27 \end{alltt}\EJECT \tiny\begin{alltt}\par\vspace*{0pt} Licensee - Ultramarine inc. Rev DEVLOP Ser201 *************************************************************************************************************** * *** MOSES *** * * ---------------- May 18, 2012 * * El Paso Production S.Timbalier Blk 204B Prod Pltfm 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 -------- -------- -------- -------- -------- -------- -------- ----- -------- -------- -------- -------- ----- ---------------- *D0651 *D0641 *D0661 ~DC7 126.47 H270AS *D0811 140 35.2 -25.4 -3.6 9.27 0.23 *D0655 *D0635 *D0705 ~DCC 129.15 S225AC *D0851 90 40.5 -17.1 4.9 6.23 0.22 *D0657 *D0637 *D0707 ~DCA 129.15 H090AC *D0877 180 43.5 -46.2 0.0 -16.54 0.58 *D0901 *D0801 *D1001 ~DC9 105.00 H090AC *D0911 50 1.2 -18.6 4.8 -8.31 0.21 *D0903 *D0803 *D1003 ~DC4 105.00 H090AC *D0915 50 12.9 -23.5 6.4 -10.41 0.26 *D0905 *D0805 *D1005 ~DC9 105.00 H270AC *D0941 230 6.2 -21.9 8.6 -9.73 0.24 *D0907 *D0807 *D1007 ~DC4 105.00 H270AS *D0945 40 -18.2 26.6 19.2 11.77 0.29 *D0935 *D0917 *D0943 ~PT2 51.77 H135AS *D0913 0 -2.2 6.4 0.0 25.16 0.88 *D0943 *D0935 *D0951 ~PT1 50.00 H090AS *D0931 0 -4.0 4.7 0.0 18.81 0.65 *D0945 *D0903 *D0905 ~PT1 50.00 H090AC *D0901 0 -0.1 -5.0 -0.0 -20.45 0.71 *D0947 *D0939 *D0955 ~PT1 50.00 H270AS *D0935 180 -3.0 6.9 -0.0 27.77 0.97 *D0977 *D0877 *D1077 ~CP1 150.00 H270AS *D0959 130 -39.0 13.9 4.2 -4.43 0.11 \end{alltt}