\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 * * Structural Post Processing Tiedowns * * * *************************************************************************************************************** +++ S T R U C T U R A L C A S E S +++ ======================================= Combine Case For Mult. Pre Mult. Case For Mult. Pre Mult. Case For Mult. Pre Mult. Case For Mult. Pre Mult. -------- -------- --------- --------- -------- --------- --------- -------- --------- --------- -------- --------- --------- \ACONTENTS{Structural Post Processing Tiedowns} H000AT H000AZ -1.350 -1.350 H045AT H045AZ -1.350 -1.350 H090AT H090AZ -1.350 -1.350 H135AT H135AZ -1.350 -1.350 H180AT H180AZ -1.350 -1.350 H225AT H225AZ -1.350 -1.350 H270AT H270AZ -1.350 -1.350 H315AT H315AZ -1.350 -1.350 S000AT S000AZ -1.350 -1.350 S045AT S045AZ -1.350 -1.350 S090AT S090AZ -1.350 -1.350 S135AT S135AZ -1.350 -1.350 S180AT S180AZ -1.350 -1.350 S225AT S225AZ -1.350 -1.350 S270AT S270AZ -1.350 -1.350 S315AT S315AZ -1.350 -1.350 Y000AT Y000AZ -1.350 -1.350 Y045AT Y045AZ -1.350 -1.350 Y090AT Y090AZ -1.350 -1.350 Y135AT Y135AZ -1.350 -1.350 Y180AT Y180AZ -1.350 -1.350 Y225AT Y225AZ -1.350 -1.350 Y270AT Y270AZ -1.350 -1.350 Y315AT Y315AZ -1.350 -1.350 \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 -97.42 -0.06 -0.06 -1.38 -0.93 -0.64 0.0000 -261.61 -0.60 -1.00 -3.06 -13.37 -7.92 0.0000 TIE|0002 *D0631 *B0000 ~TIEDOWN -18.64 -0.25 -0.06 -1.49 -0.99 -0.91 0.0000 -135.48 -1.03 -1.08 -2.70 -14.60 -10.22 0.0000 TIE|0003 *D0631 *B0000 ~TIEDOWN -130.78 -0.15 -0.23 -0.44 -1.13 -1.10 0.0000 -232.09 -0.73 -1.14 -2.54 -15.51 -7.90 0.0000 TIE|0004 *D0631 *B0000 ~TIEDOWN -94.54 -0.04 -0.10 -0.37 -1.04 -1.05 0.0000 -184.12 -0.57 -1.24 -2.37 -13.90 -10.01 0.0000 TIE|0005 *D0633 *B0000 ~TIEDOWN -118.63 -0.06 -0.04 -1.26 -1.30 -0.60 0.0000 -227.71 -0.73 -0.92 -2.82 -13.06 -7.59 0.0000 TIE|0006 *D0633 *B0000 ~TIEDOWN -82.97 -0.12 -0.17 -0.96 -1.37 -1.14 0.0000 -188.95 -0.76 -0.98 -2.58 -13.98 -8.29 0.0000 TIE|0007 *D0633 *B0000 ~TIEDOWN -108.75 -0.09 -0.14 -0.84 -1.51 -1.11 0.0000 -238.13 -0.71 -0.86 -2.29 -13.86 -7.77 0.0000 TIE|0008 *D0633 *B0000 ~TIEDOWN -68.90 -0.03 -0.12 -1.16 -0.56 -0.39 0.0000 -155.40 -0.68 -1.03 -2.69 -12.32 -7.80 0.0000 TIE|0009 *D0635 *B0000 ~TIEDOWN -16.49 -0.25 -0.08 -1.32 -1.02 -0.55 0.0000 -133.25 -1.04 -1.11 -2.91 -15.05 -11.13 0.0000 TIE|0010 *D0635 *B0000 ~TIEDOWN -122.11 -0.07 -0.10 -1.33 -0.84 -0.46 0.0000 -240.19 -0.59 -1.09 -3.12 -15.22 -8.20 0.0000 TIE|0011 *D0635 *B0000 ~TIEDOWN -70.44 -0.06 -0.13 -0.21 -1.23 -0.84 0.0000 -202.93 -0.61 -1.31 -2.35 -15.79 -10.59 0.0000 TIE|0012 *D0635 *B0000 ~TIEDOWN -129.06 -0.13 -0.24 -0.25 -1.20 -1.30 0.0000 -223.47 -0.70 -1.18 -3.01 -15.85 -8.47 0.0000 TIE|0013 *D0637 *B0000 ~TIEDOWN -37.45 -0.12 -0.14 -0.60 -0.86 -0.40 0.0000 -182.29 -0.75 -1.00 -2.45 -14.28 -9.57 0.0000 TIE|0014 *D0637 *B0000 ~TIEDOWN -125.16 -0.05 -0.04 -0.93 -0.68 -0.76 0.0000 -218.81 -0.73 -0.99 -2.97 -14.05 -7.79 0.0000 TIE|0015 *D0637 *B0000 ~TIEDOWN -27.63 -0.05 -0.09 -0.61 -0.66 -0.55 0.0000 -149.09 -0.64 -1.10 -2.51 -13.78 -8.64 0.0000 TIE|0016 *D0637 *B0000 ~TIEDOWN -115.65 -0.04 -0.10 -0.34 -1.19 -0.50 0.0000 -226.82 -0.66 -0.90 -2.61 -14.12 -7.94 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 * * * *************************************************************************************************************** +++ L R F D 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 ---/ ISO 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 -10.03 -0.48 0.73 -0.12 -0.12 0.39 Eq. 13.3.2-3 1.035 1.035 27.38 46.03 46.03 19.79 19.79 -261.6 -3.0 -4.5 -0.5 -0.2 TIE|0002 *D0631 *B0000 ~TIEDOWN H045AT 53.9 53.9 0.00 -5.20 -2.35 1.64 -0.17 -0.17 0.25 Eq. 13.3.2-3 1.103 1.103 27.38 46.03 46.03 19.79 19.79 -135.5 -14.6 -10.2 -0.6 -1.1 TIE|0003 *D0631 *B0000 ~TIEDOWN H045AT 53.9 53.9 0.00 -8.87 -2.49 1.27 -0.20 -0.20 0.38 Eq. 13.3.2-3 1.051 1.051 27.38 46.03 46.03 19.79 19.79 -231.3 -15.5 -7.9 -0.4 -0.9 TIE|0004 *D0631 *B0000 ~TIEDOWN H315AT 53.9 53.9 0.00 -7.04 -1.93 1.11 -0.18 -0.18 0.31 Eq. 13.3.2-3 1.077 1.077 27.38 46.03 46.03 19.79 19.79 -183.6 -12.0 -6.9 -0.3 -0.6 TIE|0005 *D0633 *B0000 ~TIEDOWN H315AT 53.9 53.9 0.00 -8.73 -2.10 1.22 -0.14 -0.14 0.37 Eq. 13.3.2-3 1.053 1.053 27.38 46.03 46.03 19.79 19.79 -227.6 -13.1 -7.6 -0.4 -0.9 TIE|0006 *D0633 *B0000 ~TIEDOWN H045AT 53.9 53.9 0.00 -7.25 -2.25 1.33 -0.17 -0.17 0.32 Eq. 13.3.2-3 1.074 1.074 27.38 46.03 46.03 19.79 19.79 -189.0 -14.0 -8.3 -0.4 -1.0 TIE|0007 *D0633 *B0000 ~TIEDOWN H045AT 53.9 53.9 0.00 -9.11 -2.23 1.25 -0.18 -0.18 0.39 Eq. 13.3.2-3 1.048 1.048 27.38 46.03 46.03 19.79 19.79 -237.5 -13.9 -7.8 -0.4 -0.8 TIE|0008 *D0633 *B0000 ~TIEDOWN H315AT 53.9 53.9 0.00 -5.95 -1.80 1.05 -0.16 -0.16 0.26 Eq. 13.3.2-3 1.093 1.093 27.38 46.03 46.03 19.79 19.79 -155.0 -11.2 -6.5 -0.3 -0.6 TIE|0009 *D0635 *B0000 ~TIEDOWN H315AT 53.9 53.9 0.00 -5.11 -2.42 1.79 -0.19 -0.19 0.25 Eq. 13.3.2-3 1.104 1.104 27.38 46.03 46.03 19.79 19.79 -133.2 -15.0 -11.1 -0.6 -1.1 TIE|0010 *D0635 *B0000 ~TIEDOWN H045AT 53.9 53.9 0.00 -9.21 -2.24 1.32 -0.17 -0.17 0.39 Eq. 13.3.2-3 1.047 1.047 27.38 46.03 46.03 19.79 19.79 -240.1 -13.9 -8.2 -0.4 -1.0 TIE|0011 *D0635 *B0000 ~TIEDOWN H315AT 53.9 53.9 0.00 -7.53 -2.54 1.70 -0.19 -0.19 0.34 Eq. 13.3.2-3 1.070 1.070 27.38 46.03 46.03 19.79 19.79 -196.3 -15.8 -10.6 -0.6 -0.9 TIE|0012 *D0635 *B0000 ~TIEDOWN H315AT 53.9 53.9 0.00 -8.54 -2.55 1.36 -0.24 -0.24 0.37 Eq. 13.3.2-3 1.056 1.056 27.38 46.03 46.03 19.79 19.79 -222.7 -15.9 -8.5 -0.4 -0.9 TIE|0013 *D0637 *B0000 ~TIEDOWN H315AT 53.9 53.9 0.00 -6.99 -2.30 1.54 -0.17 -0.17 0.32 Eq. 13.3.2-3 1.078 1.078 27.38 46.03 46.03 19.79 19.79 -182.3 -14.3 -9.6 -0.5 -1.0 TIE|0014 *D0637 *B0000 ~TIEDOWN H045AT 53.9 53.9 0.00 -8.39 -2.12 1.25 -0.16 -0.16 0.36 Eq. 13.3.2-3 1.058 1.058 27.38 46.03 46.03 19.79 19.79 -218.7 -13.2 -7.8 -0.4 -0.9 TIE|0015 *D0637 *B0000 ~TIEDOWN H315AT 53.9 53.9 0.00 -5.70 -2.22 1.39 -0.20 -0.20 0.27 Eq. 13.3.2-3 1.096 1.096 27.38 46.03 46.03 19.79 19.79 -148.6 -13.8 -8.6 -0.4 -0.8 TIE|0016 *D0637 *B0000 ~TIEDOWN H315AT 53.9 53.9 0.00 -8.68 -2.27 1.28 -0.21 -0.21 0.37 Eq. 13.3.2-3 \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 Tiedowns * * * *************************************************************************************************************** +++ L R F D 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 ---/ ISO 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 1.054 1.054 27.38 46.03 46.03 19.79 19.79 -226.2 -14.1 -7.9 -0.4 -0.8 \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 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 * * * *************************************************************************************************************** +++ S T R U C T U R A L C A S E S +++ ======================================= Combine Case For Mult. Pre Mult. Case For Mult. Pre Mult. Case For Mult. Pre Mult. Case For Mult. Pre Mult. -------- -------- --------- --------- -------- --------- --------- -------- --------- --------- -------- --------- --------- \ACONTENTS{Structural Post Processing Support Cans} H000AC STILLA 1.100 1.100 000|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H000AZ -1.350 -1.350 H000AS STILLA 1.100 1.100 H000AX 1.350 1.350 STILLA -1.350 -1.350 000|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H000AU STILLA 1.100 1.100 000|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H000AZ 1.350 1.350 H045AC STILLA 1.100 1.100 045|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H045AZ -1.350 -1.350 H045AS STILLA 1.100 1.100 H045AX 1.350 1.350 STILLA -1.350 -1.350 045|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H045AU STILLA 1.100 1.100 045|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H045AZ 1.350 1.350 H090AC STILLA 1.100 1.100 090|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H090AZ -1.350 -1.350 H090AS STILLA 1.100 1.100 H090AX 1.350 1.350 STILLA -1.350 -1.350 090|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H090AU STILLA 1.100 1.100 090|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H090AZ 1.350 1.350 H135AC STILLA 1.100 1.100 135|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H135AZ -1.350 -1.350 H135AS STILLA 1.100 1.100 H135AX 1.350 1.350 STILLA -1.350 -1.350 135|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H135AU STILLA 1.100 1.100 135|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H135AZ 1.350 1.350 H180AC STILLA 1.100 1.100 180|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H180AZ -1.350 -1.350 H180AS STILLA 1.100 1.100 H180AX 1.350 1.350 STILLA -1.350 -1.350 180|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H180AU STILLA 1.100 1.100 180|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H180AZ 1.350 1.350 H225AC STILLA 1.100 1.100 225|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H225AZ -1.350 -1.350 H225AS STILLA 1.100 1.100 H225AX 1.350 1.350 STILLA -1.350 -1.350 225|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H225AU STILLA 1.100 1.100 225|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H225AZ 1.350 1.350 H270AC STILLA 1.100 1.100 270|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H270AZ -1.350 -1.350 H270AS STILLA 1.100 1.100 H270AX 1.350 1.350 STILLA -1.350 -1.350 270|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H270AU STILLA 1.100 1.100 270|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H270AZ 1.350 1.350 H315AC STILLA 1.100 1.100 315|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H315AZ -1.350 -1.350 H315AS STILLA 1.100 1.100 H315AX 1.350 1.350 STILLA -1.350 -1.350 315|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H315AU STILLA 1.100 1.100 315|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H315AZ 1.350 1.350 S000AC STILLA 1.100 1.100 000|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S000AZ -1.350 -1.350 S000AS STILLA 1.100 1.100 S000AX 1.350 1.350 STILLA -1.350 -1.350 000|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S000AU STILLA 1.100 1.100 000|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S000AZ 1.350 1.350 S045AC STILLA 1.100 1.100 045|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S045AZ -1.350 -1.350 S045AS STILLA 1.100 1.100 S045AX 1.350 1.350 STILLA -1.350 -1.350 045|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S045AU STILLA 1.100 1.100 045|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S045AZ 1.350 1.350 S090AC STILLA 1.100 1.100 090|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S090AZ -1.350 -1.350 S090AS STILLA 1.100 1.100 S090AX 1.350 1.350 STILLA -1.350 -1.350 090|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S090AU STILLA 1.100 1.100 090|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S090AZ 1.350 1.350 S135AC STILLA 1.100 1.100 135|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S135AZ -1.350 -1.350 S135AS STILLA 1.100 1.100 S135AX 1.350 1.350 STILLA -1.350 -1.350 135|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S135AU STILLA 1.100 1.100 135|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S135AZ 1.350 1.350 S180AC STILLA 1.100 1.100 180|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S180AZ -1.350 -1.350 S180AS STILLA 1.100 1.100 S180AX 1.350 1.350 STILLA -1.350 -1.350 180|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S180AU STILLA 1.100 1.100 180|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S180AZ 1.350 1.350 \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 * * * *************************************************************************************************************** +++ S T R U C T U R A L C A S E S +++ ======================================= Combine Case For Mult. Pre Mult. Case For Mult. Pre Mult. Case For Mult. Pre Mult. Case For Mult. Pre Mult. -------- -------- --------- --------- -------- --------- --------- -------- --------- --------- -------- --------- --------- S225AC STILLA 1.100 1.100 225|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S225AZ -1.350 -1.350 S225AS STILLA 1.100 1.100 S225AX 1.350 1.350 STILLA -1.350 -1.350 225|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S225AU STILLA 1.100 1.100 225|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S225AZ 1.350 1.350 S270AC STILLA 1.100 1.100 270|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S270AZ -1.350 -1.350 S270AS STILLA 1.100 1.100 S270AX 1.350 1.350 STILLA -1.350 -1.350 270|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S270AU STILLA 1.100 1.100 270|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S270AZ 1.350 1.350 S315AC STILLA 1.100 1.100 315|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S315AZ -1.350 -1.350 S315AS STILLA 1.100 1.100 S315AX 1.350 1.350 STILLA -1.350 -1.350 315|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S315AU STILLA 1.100 1.100 315|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S315AZ 1.350 1.350 Y000AC STILLA 1.100 1.100 000|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y000AZ -1.350 -1.350 Y000AS STILLA 1.100 1.100 Y000AX 1.350 1.350 STILLA -1.350 -1.350 000|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y000AU STILLA 1.100 1.100 000|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y000AZ 1.350 1.350 Y045AC STILLA 1.100 1.100 045|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y045AZ -1.350 -1.350 Y045AS STILLA 1.100 1.100 Y045AX 1.350 1.350 STILLA -1.350 -1.350 045|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y045AU STILLA 1.100 1.100 045|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y045AZ 1.350 1.350 Y090AC STILLA 1.100 1.100 090|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y090AZ -1.350 -1.350 Y090AS STILLA 1.100 1.100 Y090AX 1.350 1.350 STILLA -1.350 -1.350 090|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y090AU STILLA 1.100 1.100 090|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y090AZ 1.350 1.350 Y135AC STILLA 1.100 1.100 135|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y135AZ -1.350 -1.350 Y135AS STILLA 1.100 1.100 Y135AX 1.350 1.350 STILLA -1.350 -1.350 135|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y135AU STILLA 1.100 1.100 135|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y135AZ 1.350 1.350 Y180AC STILLA 1.100 1.100 180|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y180AZ -1.350 -1.350 Y180AS STILLA 1.100 1.100 Y180AX 1.350 1.350 STILLA -1.350 -1.350 180|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y180AU STILLA 1.100 1.100 180|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y180AZ 1.350 1.350 Y225AC STILLA 1.100 1.100 225|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y225AZ -1.350 -1.350 Y225AS STILLA 1.100 1.100 Y225AX 1.350 1.350 STILLA -1.350 -1.350 225|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y225AU STILLA 1.100 1.100 225|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y225AZ 1.350 1.350 Y270AC STILLA 1.100 1.100 270|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y270AZ -1.350 -1.350 Y270AS STILLA 1.100 1.100 Y270AX 1.350 1.350 STILLA -1.350 -1.350 270|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y270AU STILLA 1.100 1.100 270|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y270AZ 1.350 1.350 Y315AC STILLA 1.100 1.100 315|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y315AZ -1.350 -1.350 Y315AS STILLA 1.100 1.100 Y315AX 1.350 1.350 STILLA -1.350 -1.350 315|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y315AU STILLA 1.100 1.100 315|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y315AZ 1.350 1.350 \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 685.76 153.28 354.96 205.36 866.22 459.12 0.0000 -1799.92 -128.49 -289.96 -252.80 -1061.12 -384.65 0.0000 CAN|0002 *B0000 *D0407 ~CAN 752.30 159.79 383.49 71.46 1003.27 478.35 0.0000 -1854.77 -144.94 -335.75 -95.31 -1146.43 -433.81 0.0000 CAN|0003 *B0000 *D0401 ~CAN 716.20 136.43 284.30 218.45 1044.55 408.57 0.0000 -1749.76 -124.34 -349.44 -210.01 -849.25 -372.22 0.0000 CAN|0004 *B0000 *D0403 ~CAN 887.53 149.38 309.95 42.93 1124.85 447.16 0.0000 -1678.74 -138.60 -376.30 -75.50 -925.91 -414.79 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 * * * *************************************************************************************************************** +++ L R F D 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 ---/ ISO 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 -4.94 -2.49 -0.40 0.35 1.95 0.22 Eq. 13.3.2-3 1.176 1.176 30.51 45.11 45.11 19.79 19.79 -1799.9 -1061.1 169.2 56.5 355.0 CAN|0002 *B0000 *D0407 ~CAN H270AS 1.8 1.8 0.03 -5.09 -2.69 -0.13 0.10 2.10 0.23 Eq. 13.3.2-3 1.176 1.176 30.51 45.11 45.11 19.79 19.79 -1854.8 -1146.4 54.5 18.2 383.5 CAN|0003 *B0000 *D0401 ~CAN H090AS 1.8 1.8 0.03 -4.80 2.45 -0.37 0.32 -1.92 0.21 Eq. 13.3.2-3 1.176 1.176 30.51 45.11 45.11 19.79 19.79 -1749.8 1044.6 159.7 53.3 -349.4 CAN|0004 *B0000 *D0403 ~CAN H090AS 1.8 1.8 0.03 -4.61 2.64 -0.11 0.08 -2.06 0.21 Eq. 13.3.2-3 1.176 1.176 30.51 45.11 45.11 19.79 19.79 -1678.7 1124.9 45.3 15.1 -376.3 \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 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 * * * *************************************************************************************************************** +++ S T R U C T U R A L C A S E S +++ ======================================= Combine Case For Mult. Pre Mult. Case For Mult. Pre Mult. Case For Mult. Pre Mult. Case For Mult. Pre Mult. -------- -------- --------- --------- -------- --------- --------- -------- --------- --------- -------- --------- --------- \ACONTENTS{Structural Post Processing Standard Elements} H000AC STILLA 1.100 1.100 000|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H000AZ -1.350 -1.350 H000AS STILLA 1.100 1.100 H000AX 1.350 1.350 STILLA -1.350 -1.350 000|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H045AC STILLA 1.100 1.100 045|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H045AZ -1.350 -1.350 H045AS STILLA 1.100 1.100 H045AX 1.350 1.350 STILLA -1.350 -1.350 045|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H090AC STILLA 1.100 1.100 090|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H090AZ -1.350 -1.350 H090AS STILLA 1.100 1.100 H090AX 1.350 1.350 STILLA -1.350 -1.350 090|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H135AC STILLA 1.100 1.100 135|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H135AZ -1.350 -1.350 H135AS STILLA 1.100 1.100 H135AX 1.350 1.350 STILLA -1.350 -1.350 135|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H180AC STILLA 1.100 1.100 180|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H180AZ -1.350 -1.350 H180AS STILLA 1.100 1.100 H180AX 1.350 1.350 STILLA -1.350 -1.350 180|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H225AC STILLA 1.100 1.100 225|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H225AZ -1.350 -1.350 H225AS STILLA 1.100 1.100 H225AX 1.350 1.350 STILLA -1.350 -1.350 225|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H270AC STILLA 1.100 1.100 270|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H270AZ -1.350 -1.350 H270AS STILLA 1.100 1.100 H270AX 1.350 1.350 STILLA -1.350 -1.350 270|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H315AC STILLA 1.100 1.100 315|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 H315AZ -1.350 -1.350 H315AS STILLA 1.100 1.100 H315AX 1.350 1.350 STILLA -1.350 -1.350 315|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 LOADOUTA STILLA 1.300 1.300 S000AC STILLA 1.100 1.100 000|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S000AZ -1.350 -1.350 S000AS STILLA 1.100 1.100 S000AX 1.350 1.350 STILLA -1.350 -1.350 000|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S045AC STILLA 1.100 1.100 045|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S045AZ -1.350 -1.350 S045AS STILLA 1.100 1.100 S045AX 1.350 1.350 STILLA -1.350 -1.350 045|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S090AC STILLA 1.100 1.100 090|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S090AZ -1.350 -1.350 S090AS STILLA 1.100 1.100 S090AX 1.350 1.350 STILLA -1.350 -1.350 090|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S135AC STILLA 1.100 1.100 135|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S135AZ -1.350 -1.350 S135AS STILLA 1.100 1.100 S135AX 1.350 1.350 STILLA -1.350 -1.350 135|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S180AC STILLA 1.100 1.100 180|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S180AZ -1.350 -1.350 S180AS STILLA 1.100 1.100 S180AX 1.350 1.350 STILLA -1.350 -1.350 180|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S225AC STILLA 1.100 1.100 225|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S225AZ -1.350 -1.350 S225AS STILLA 1.100 1.100 S225AX 1.350 1.350 STILLA -1.350 -1.350 225|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S270AC STILLA 1.100 1.100 270|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S270AZ -1.350 -1.350 S270AS STILLA 1.100 1.100 S270AX 1.350 1.350 STILLA -1.350 -1.350 270|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S315AC STILLA 1.100 1.100 315|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 S315AZ -1.350 -1.350 S315AS STILLA 1.100 1.100 S315AX 1.350 1.350 STILLA -1.350 -1.350 315|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y000AC STILLA 1.100 1.100 000|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y000AZ -1.350 -1.350 Y000AS STILLA 1.100 1.100 Y000AX 1.350 1.350 STILLA -1.350 -1.350 000|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 \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 R U C T U R A L C A S E S +++ ======================================= Combine Case For Mult. Pre Mult. Case For Mult. Pre Mult. Case For Mult. Pre Mult. Case For Mult. Pre Mult. -------- -------- --------- --------- -------- --------- --------- -------- --------- --------- -------- --------- --------- Y045AC STILLA 1.100 1.100 045|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y045AZ -1.350 -1.350 Y045AS STILLA 1.100 1.100 Y045AX 1.350 1.350 STILLA -1.350 -1.350 045|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y090AC STILLA 1.100 1.100 090|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y090AZ -1.350 -1.350 Y090AS STILLA 1.100 1.100 Y090AX 1.350 1.350 STILLA -1.350 -1.350 090|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y135AC STILLA 1.100 1.100 135|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y135AZ -1.350 -1.350 Y135AS STILLA 1.100 1.100 Y135AX 1.350 1.350 STILLA -1.350 -1.350 135|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y180AC STILLA 1.100 1.100 180|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y180AZ -1.350 -1.350 Y180AS STILLA 1.100 1.100 Y180AX 1.350 1.350 STILLA -1.350 -1.350 180|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y225AC STILLA 1.100 1.100 225|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y225AZ -1.350 -1.350 Y225AS STILLA 1.100 1.100 Y225AX 1.350 1.350 STILLA -1.350 -1.350 225|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y270AC STILLA 1.100 1.100 270|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y270AZ -1.350 -1.350 Y270AS STILLA 1.100 1.100 Y270AX 1.350 1.350 STILLA -1.350 -1.350 270|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y315AC STILLA 1.100 1.100 315|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 Y315AZ -1.350 -1.350 Y315AS STILLA 1.100 1.100 Y315AX 1.350 1.350 STILLA -1.350 -1.350 315|M|A 1.350 1.350 FRQMEANA -1.350 -1.350 \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 * * * *************************************************************************************************************** +++ L R F D 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 ---/ ISO Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 08590877 *D0877 *D0859 ~C12 H270AC 14.4 15.0 0.00 -32.47 -3.53 -0.16 0.08 0.06 1.72 Eq. 6.61 1.421 0.909 36.00 6.71 6.71 20.78 20.78 -197.8 -6.3 -0.1 0.0 0.0 08030839 *D0839 *D0803 ~CG1 H270AS 11.5 62.4 100.00 -0.82 -13.25 -18.37 -0.73 3.95 1.04 Eq. 6.61 1.380 0.716 36.00 35.85 35.85 20.78 20.78 -62.3 1506.2 206.8 -21.9 114.2 00100015 *D0010 *D0015 ~CG6 H090AC 35.9 11.9 0.02 -2.07 -32.03 -0.41 0.06 -11.73 1.01 Eq. 6.62 0.936 0.995 36.00 34.91 34.91 20.78 20.78 -158.4 -2547.3 -4.5 -0.2 -320.3 00100864 *D0864 *D0010 ~CG6 H270AS 35.9 11.9 100.00 11.13 32.74 1.18 0.08 4.46 1.23 Eq. 6.41 1.000 1.000 36.00 36.60 50.61 20.78 20.78 851.1 2603.5 12.9 -2.3 120.1 08620864 *D0862 *D0864 ~CG6 H270AS 35.9 11.9 100.00 11.04 27.25 0.39 0.08 4.19 1.06 Eq. 6.41 1.000 1.000 36.00 36.64 50.67 20.78 20.78 844.3 2166.6 4.3 -2.3 112.9 07010730 *D0701 *D0730 ~SC1 H090AS 25.0 42.5 0.01 -1.90 -6.85 -55.89 1.46 -0.66 1.82 Eq. 6.61 1.322 0.841 36.00 35.89 35.89 20.78 20.78 -38.2 88.0 73.2 10.3 -7.3 07030732 *D0703 *D0732 ~SC1 H270AS 25.0 42.5 0.01 -1.76 -0.65 -58.14 1.51 -0.45 1.64 Eq. 6.61 1.323 0.842 36.00 35.91 35.91 20.78 20.78 -35.3 -8.3 76.1 10.7 -2.4 07050736 *D0705 *D0736 ~SC1 H270AS 25.0 42.5 0.01 -1.28 -6.90 -55.27 -1.43 -1.02 1.78 Eq. 6.61 1.326 0.846 36.00 35.95 35.95 20.78 20.78 -25.7 88.7 -72.3 -10.2 -7.2 07070738 *D0707 *D0738 ~SC1 H270AS 25.0 42.5 0.01 -1.23 -1.04 -58.47 1.51 0.01 1.65 Eq. 6.61 1.326 0.846 36.00 35.95 35.95 20.78 20.78 -24.7 -13.3 76.5 10.7 -1.7 00100707 *D0707 *D0010 ~SD1 H270AS 29.3 29.3 100.00 -24.81 19.75 2.00 0.41 0.89 1.31 Eq. 13.3.2-3 1.073 1.073 28.79 44.45 44.45 19.25 19.25 -891.5 215.5 -21.8 1.0 16.1 07010802 *D0701 *D0802 ~SD3 H090AC 33.1 33.1 100.00 -29.29 -12.93 0.31 -0.25 -0.50 1.32 Eq. 13.3.2-3 1.021 1.021 28.55 43.96 43.96 19.25 19.25 -621.1 -74.5 -1.8 0.2 -5.4 07030825 *D0703 *D0825 ~SD3 H090AC 33.1 33.1 100.00 -33.11 -15.65 -0.85 -0.41 -0.62 1.52 Eq. 13.3.2-3 1.001 1.001 28.55 43.96 43.96 19.25 19.25 -702.2 -90.1 4.9 -0.9 -6.5 07050804 *D0705 *D0804 ~SD4 H270AS 28.8 28.8 100.00 -28.26 -14.03 -0.39 0.23 0.80 1.30 Eq. 13.3.2-3 1.063 1.063 28.82 43.77 43.77 19.25 19.25 -688.2 -107.0 2.9 -0.6 9.8 00020601 *D0601 *D0002 ~TRB H090AS 54.7 54.7 0.00 -26.01 0.80 2.00 0.19 -0.20 1.01 Eq. 13.3.2-2 0.799 0.799 27.30 44.87 44.87 19.79 19.79 -714.9 7.8 -19.6 -0.9 -2.0 00020605 *D0605 *D0002 ~TRB H270AS 54.7 54.7 100.00 -26.23 2.79 0.56 -0.19 0.20 1.04 Eq. 13.3.2-2 0.796 0.796 27.30 44.87 44.87 19.79 19.79 -721.0 27.2 -5.5 0.8 2.1 00020701 *D0002 *D0701 ~TRB H270AC 54.7 54.7 100.00 -26.15 -8.81 1.71 -0.02 -0.31 1.21 Eq. 13.3.2-2 \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 * * * *************************************************************************************************************** +++ L R F D 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 ---/ ISO Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 00020701 *D0002 *D0701 ~TRB H270AC 0.797 0.797 27.30 44.87 44.87 19.79 19.79 -718.8 -85.9 -16.6 -0.3 -4.2 00020705 *D0002 *D0705 ~TRB H090AS 54.7 54.7 100.00 -25.78 8.68 -2.26 -0.08 0.40 1.19 Eq. 13.3.2-2 0.803 0.803 27.30 44.87 44.87 19.79 19.79 -708.7 84.7 22.0 -1.0 5.5 00040603 *D0603 *D0004 ~TRB H090AS 54.7 54.7 100.00 -27.93 2.19 -0.39 -0.06 0.09 1.09 Eq. 13.3.2-2 0.772 0.772 27.30 44.87 44.87 19.79 19.79 -767.7 21.4 3.8 -0.3 1.2 00040607 *D0607 *D0004 ~TRB H270AS 54.7 54.7 100.00 -28.41 3.74 0.61 0.07 0.21 1.15 Eq. 13.3.2-2 0.765 0.765 27.30 44.87 44.87 19.79 19.79 -780.9 36.5 -5.9 0.2 2.9 00040703 *D0004 *D0703 ~TRB H270AS 54.7 54.7 100.00 -28.38 -9.77 -0.31 0.16 0.31 1.32 Eq. 13.3.2-2 0.765 0.765 27.30 44.87 44.87 19.79 19.79 -780.0 -95.3 3.0 -0.3 4.2 00040707 *D0004 *D0707 ~TRB H090AS 54.7 54.7 100.00 -27.79 11.21 -0.53 -0.11 0.50 1.34 Eq. 13.3.2-2 0.774 0.774 27.30 44.87 44.87 19.79 19.79 -764.0 109.3 5.1 -0.4 6.9 \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 * * * *************************************************************************************************************** +++ L R F D 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 ---/ ISO 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 10.04 2.04 0.69 0.46 0.11 0.34 Eq. 6.41 1.000 1.000 36.00 39.59 86.10 20.78 20.78 61.2 -3.7 -0.1 -0.0 -0.4 08010811 *D0801 *D0811 ~C12 H270AC 14.8 85.3 100.00 -10.78 -1.92 -7.78 -0.32 -0.18 0.62 Eq. 6.61 1.511 0.394 36.00 32.77 32.77 20.78 20.78 -65.6 -3.4 1.2 -0.3 -0.2 08310843 *D0831 *D0843 ~C12 H270AC 16.6 95.7 100.00 -14.41 -1.58 -0.31 0.15 -0.04 0.50 Eq. 6.61 1.488 0.241 36.00 30.23 30.23 20.78 20.78 -87.8 -2.8 -0.1 -0.0 -0.3 08430851 *D0843 *D0851 ~C12 H090AC 16.6 95.7 0.00 -14.33 -1.41 -0.38 0.21 0.20 0.50 Eq. 6.61 1.488 0.243 36.00 30.30 30.30 20.78 20.78 -87.2 -2.5 -0.2 0.0 0.2 08510873 *D0873 *D0851 ~C12 H090AS 15.7 15.0 0.00 15.06 1.77 0.17 0.38 0.34 0.47 Eq. 6.41 1.000 1.000 36.00 35.42 77.03 20.78 20.78 91.7 -3.2 -0.0 0.0 0.4 08550873 *D0873 *D0855 ~C12 H135AS 15.7 15.0 0.00 8.13 1.60 -0.55 -0.47 -0.42 0.27 Eq. 6.41 1.000 1.000 36.00 40.74 88.59 20.78 20.78 49.5 2.9 0.1 0.0 -0.4 08550877 *D0855 *D0877 ~C13 H270AS 15.5 15.7 100.00 -17.93 -2.03 -0.77 0.17 0.16 0.59 Eq. 6.61 1.324 0.947 36.00 33.91 76.42 20.78 20.78 -158.1 -4.6 0.1 -0.0 -0.1 00170742 *D0017 *D0742 ~C6 H270AC 8.6 37.5 0.01 -0.12 0.75 4.28 0.05 0.02 0.08 Eq. 6.61 1.498 0.886 36.00 42.71 87.25 20.78 20.78 -0.3 -0.3 -0.2 -0.1 -0.0 00170772 *D0772 *D0017 ~C6 H270AS 5.4 23.7 0.02 3.16 0.80 1.15 -0.20 -0.18 0.14 Eq. 6.41 1.000 1.000 36.00 42.37 86.55 20.78 20.78 7.6 0.3 0.1 -0.0 -0.1 07120721 *D0721 *D0712 ~C6 H090AS 5.4 23.7 100.00 3.19 0.88 2.12 0.09 0.12 0.13 Eq. 6.41 1.000 1.000 36.00 42.37 86.56 20.78 20.78 7.7 0.3 -0.1 0.1 0.1 07210742 *D0742 *D0721 ~C6 H090AC 8.6 37.5 100.00 -0.78 0.82 3.90 -0.04 -0.09 0.10 Eq. 6.61 1.497 0.881 36.00 42.69 87.21 20.78 20.78 -1.9 -0.3 -0.2 0.0 -0.1 08060831 *D0831 *D0806 ~CD0 H090AS 2.2 8.8 0.03 0.26 16.67 0.99 -0.15 -3.41 0.44 Eq. 6.41 1.000 1.000 36.00 40.17 55.53 20.78 20.78 17.5 1161.1 -9.4 -0.5 -81.2 08090851 *D0851 *D0809 ~CD0 H270AS 2.2 8.8 0.03 0.34 16.30 0.91 0.18 -3.21 0.43 Eq. 6.41 1.000 1.000 36.00 40.20 55.57 20.78 20.78 23.2 1135.4 8.6 0.6 -81.1 00190023 *D0019 *D0023 ~CD1 H090AC 18.9 109.2 0.01 -1.23 -1.47 -7.55 -0.31 -0.39 0.30 Eq. 6.61 1.416 0.397 36.00 35.94 35.94 20.78 20.78 -54.2 -62.0 -28.4 -4.7 -6.6 00190029 *D0029 *D0019 ~CD1 H045AC 18.9 109.2 100.00 -0.43 -4.73 -3.64 -0.05 -0.44 0.36 Eq. 6.61 1.865 0.413 36.00 35.97 35.97 20.78 20.78 -19.0 -198.8 -13.7 -0.8 -8.4 00230054 *D0023 *D0054 ~CD1 H270AS 18.9 109.2 0.03 1.45 0.78 1.39 0.03 -0.27 0.08 Eq. 6.41 \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 * * * *************************************************************************************************************** +++ L R F D 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 ---/ ISO Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 00230054 *D0023 *D0054 ~CD1 H270AS 1.000 1.000 36.00 41.22 56.87 20.78 20.78 63.9 32.6 5.2 0.4 -5.2 00290036 *D0036 *D0029 ~CD1 H270AS 18.9 109.2 0.00 -0.26 -7.08 -7.44 -0.13 -1.28 0.58 Eq. 6.61 1.866 0.417 36.00 35.93 35.93 20.78 20.78 -11.5 297.5 27.9 -2.0 -25.5 00360819 *D0819 *D0036 ~CD1 H090AC 18.9 109.2 100.00 -0.06 -1.65 -11.14 -0.20 -0.06 0.40 Eq. 6.61 1.867 0.421 36.00 36.00 36.00 20.78 20.78 -2.6 -69.4 -41.9 -3.0 -1.1 00540066 *D0054 *D0066 ~CD1 H270AS 18.9 109.2 0.09 1.45 0.44 1.05 0.03 0.24 0.07 Eq. 6.41 1.000 1.000 36.00 41.21 56.85 20.78 20.78 63.9 18.7 4.0 0.5 4.8 00660811 *D0066 *D0811 ~CD1 H270AS 18.9 109.2 100.00 1.45 0.50 0.78 0.05 0.31 0.07 Eq. 6.41 1.000 1.000 36.00 41.14 56.76 20.78 20.78 63.9 20.9 2.9 0.8 6.1 08710873 *D0873 *D0871 ~CD1 S090AC 18.9 109.2 0.00 -0.03 -2.10 -6.51 -0.25 -0.52 0.29 Eq. 6.61 1.868 0.421 36.00 35.96 35.96 20.78 20.78 -1.2 88.4 -24.5 -3.8 -10.1 08730875 *D0875 *D0873 ~CD1 H135AS 18.9 109.2 100.00 -0.63 -10.14 -3.08 0.12 1.65 0.47 Eq. 6.61 1.297 0.409 36.00 35.86 35.86 20.78 20.78 -28.0 426.1 -11.6 1.9 31.7 08750877 *D0877 *D0875 ~CD1 H315AS 16.8 97.1 0.00 -0.76 -12.30 -4.73 0.18 -1.78 0.74 Eq. 6.61 1.726 0.476 36.00 35.89 35.89 20.78 20.78 -33.5 517.0 17.8 2.7 -34.0 08770879 *D0879 *D0877 ~CD1 H270AS 16.8 97.1 100.00 -0.06 -5.42 -10.96 -0.35 0.61 0.57 Eq. 6.61 1.730 0.489 36.00 35.98 35.98 20.78 20.78 -2.4 227.9 41.2 -5.3 13.1 00240032 *D0024 *D0032 ~CD3 H090AS 16.1 64.4 100.00 0.46 2.52 0.73 0.10 0.93 0.09 Eq. 6.41 1.000 1.000 36.00 39.84 55.07 20.78 20.78 30.9 175.2 -7.0 2.7 21.4 00240040 *D0040 *D0024 ~CD3 H090AS 16.1 64.4 100.00 0.52 1.89 0.17 0.03 0.75 0.07 Eq. 6.41 1.000 1.000 36.00 39.66 54.83 20.78 20.78 35.1 131.4 -1.7 0.7 17.9 00300032 *D0032 *D0030 ~CD3 H090AS 16.1 64.4 100.00 0.42 3.62 1.70 0.10 1.10 0.13 Eq. 6.41 1.000 1.000 36.00 40.13 55.48 20.78 20.78 28.3 252.4 -16.2 2.8 25.6 00300831 *D0030 *D0831 ~CD3 H135AS 16.1 64.4 100.00 0.27 4.48 4.11 0.21 1.33 0.19 Eq. 6.41 1.000 1.000 36.00 40.28 55.69 20.78 20.78 17.9 312.1 -39.1 5.8 31.4 00400067 *D0067 *D0040 ~CD3 H045AC 16.1 64.4 100.00 -0.35 -0.47 -0.68 -0.01 -0.12 0.04 Eq. 6.61 0.999 0.707 36.00 35.94 35.94 20.78 20.78 -23.8 -33.0 -6.4 -0.4 -2.9 00420067 *D0042 *D0067 ~CD3 H045AC 16.1 64.4 100.00 -0.36 -0.45 -0.69 -0.01 -0.14 0.04 Eq. 6.61 0.999 0.707 36.00 35.92 35.92 20.78 20.78 -24.2 -31.1 -6.6 -0.3 -3.3 00420811 *D0811 *D0042 ~CD3 H270AS 16.1 64.4 100.00 0.62 0.50 0.53 0.03 0.24 0.04 Eq. 6.41 1.000 1.000 36.00 40.29 55.70 20.78 20.78 \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 * * * *************************************************************************************************************** +++ L R F D 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 ---/ ISO Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 00420811 *D0811 *D0042 ~CD3 H270AS 41.8 -34.7 5.1 0.5 5.4 08510871 *D0851 *D0871 ~CD3 H090AS 16.1 64.4 0.00 0.22 3.61 2.57 -0.07 -1.18 0.14 Eq. 6.41 1.000 1.000 36.00 40.19 55.55 20.78 20.78 15.1 251.6 -24.5 -2.0 -28.7 08060840 *D0806 *D0840 ~CD4 H270AC 8.9 39.2 65.31 -0.03 -13.03 -1.46 -0.04 -2.52 0.41 Eq. 6.61 1.000 0.876 36.00 35.73 35.73 20.78 20.78 -1.4 -547.7 -5.5 -0.6 -49.0 08090842 *D0809 *D0842 ~CD4 H090AC 8.9 39.2 65.31 -0.16 -12.46 -1.37 -0.03 -2.55 0.39 Eq. 6.61 1.000 0.875 36.00 35.70 35.70 20.78 20.78 -6.9 -523.6 -5.2 -0.3 -49.7 08290830 *D0829 *D0830 ~CD5 H090AC 18.9 3.6 0.02 -0.97 -6.57 -2.57 -0.70 -1.19 0.28 Eq. 6.62 0.992 0.999 36.00 35.80 35.80 20.78 20.78 -42.7 -276.0 -9.7 -2.5 -14.4 08290849 *D0849 *D0829 ~CD5 H090AC 18.9 7.3 100.00 -0.93 -6.57 -1.48 -0.23 -0.95 0.25 Eq. 6.62 0.993 0.999 36.00 35.86 35.86 20.78 20.78 -41.2 -276.2 -5.5 -0.7 -15.7 08490869 *D0869 *D0849 ~CD5 H270AC 18.9 7.3 0.01 -1.48 -6.47 -1.75 -0.21 -1.88 0.27 Eq. 6.62 0.991 0.998 36.00 35.58 35.58 20.78 20.78 -65.4 -272.1 -6.6 -0.6 -34.2 08690870 *D0870 *D0869 ~CD5 H270AC 18.9 3.6 100.00 -1.47 -6.47 -2.66 -0.14 -1.77 0.30 Eq. 6.62 0.991 0.999 36.00 35.68 35.68 20.78 20.78 -64.8 -272.1 -10.0 -2.2 -34.1 08190839 *D0839 *D0819 ~CD6 H270AS 33.6 19.4 0.00 0.31 8.07 7.31 0.16 -1.60 0.33 Eq. 6.41 1.000 1.000 36.00 41.24 56.89 20.78 20.78 13.7 339.0 27.5 2.5 -30.8 08300839 *D0839 *D0830 ~CD6 H090AS 9.4 10.9 0.01 1.15 18.35 7.01 0.18 -2.66 0.60 Eq. 6.41 1.000 1.000 36.00 41.20 56.84 20.78 20.78 50.7 771.0 26.3 2.7 -53.7 08590870 *D0859 *D0870 ~CD6 H090AS 9.4 10.9 0.01 1.77 18.24 6.56 -0.16 -3.14 0.61 Eq. 6.41 1.000 1.000 36.00 41.11 56.71 20.78 20.78 78.3 766.6 -24.7 -2.4 -59.8 08590879 *D0859 *D0879 ~CD6 H090AS 33.6 19.4 0.00 -0.36 -6.29 -4.74 -0.12 -1.35 0.31 Eq. 6.62 0.933 0.990 36.00 35.87 35.87 20.78 20.78 -15.9 264.5 17.8 -1.8 -27.0 08730874 *D0873 *D0874 ~CD7 H225AS 16.0 31.8 0.01 -0.05 1.09 1.84 -0.39 -0.81 0.09 Eq. 6.61 1.089 0.920 36.00 35.57 35.57 20.78 20.78 -3.7 86.3 -20.2 -3.4 -16.1 08750876 *D0875 *D0876 ~CD7 H225AS 16.0 31.8 0.01 0.12 -1.62 -1.33 -0.12 -0.88 0.07 Eq. 6.41 1.000 1.000 36.00 39.65 54.84 20.78 20.78 8.9 128.9 -14.6 -3.9 -25.3 08770878 *D0877 *D0878 ~CD7 H180AC 16.0 31.8 0.01 -0.01 -0.64 -1.59 -0.09 -0.45 0.06 Eq. 6.61 1.089 0.920 36.00 35.57 35.57 20.78 20.78 -0.6 50.8 -17.4 -3.0 -13.5 00100866 *D0866 *D0010 ~CD8 H225AS 41.5 29.6 100.00 -0.39 -6.24 -12.45 -0.62 0.59 0.51 Eq. 6.62 0.958 0.931 36.00 35.98 35.98 20.78 20.78 -4.1 29.4 7.3 -2.5 3.1 \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 Standard Elements * * * *************************************************************************************************************** +++ L R F D 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 ---/ ISO Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 08250826 *D0826 *D0825 ~CD8 H270AS 41.5 29.6 100.00 -0.20 -5.20 -14.43 -0.68 0.56 0.52 Eq. 6.62 0.959 0.932 36.00 35.98 35.98 20.78 20.78 -2.2 24.5 8.4 -2.8 3.1 08260827 *D0827 *D0826 ~CD8 H270AS 41.5 59.2 100.00 -0.08 -2.85 -12.24 -0.50 0.37 0.40 Eq. 6.61 1.201 0.746 36.00 35.98 35.98 20.78 20.78 -0.8 13.4 7.2 -2.0 1.7 08260846 *D0846 *D0826 ~CD8 H270AC 13.8 59.2 100.00 -0.04 -0.01 -14.88 -0.34 0.02 0.41 Eq. 6.61 1.336 0.746 36.00 36.00 36.00 20.78 20.78 -0.4 -0.1 -8.7 -1.4 0.3 08270828 *D0828 *D0827 ~CD8 H270AS 41.5 59.2 0.01 -0.25 -0.75 -8.35 -0.21 0.17 0.24 Eq. 6.61 1.199 0.744 36.00 35.99 35.99 20.78 20.78 -2.7 -3.5 -4.9 -0.9 0.4 08270847 *D0847 *D0827 ~CD8 H270AC 13.8 59.2 100.00 -0.01 -0.01 -16.65 -0.45 0.01 0.46 Eq. 6.61 1.336 0.747 36.00 35.99 35.99 20.78 20.78 -0.1 -0.0 -9.7 -1.8 0.3 08280829 *D0829 *D0828 ~CD8 H045AC 41.5 29.6 0.02 -0.15 -0.15 -10.44 -0.52 -0.28 0.28 Eq. 6.62 0.960 0.932 36.00 35.97 35.97 20.78 20.78 -1.5 -0.7 -6.1 -2.1 -1.0 08280848 *D0848 *D0828 ~CD8 H090AS 13.8 59.2 0.01 -0.06 0.96 7.59 0.31 0.03 0.25 Eq. 6.61 1.336 0.746 36.00 35.99 35.99 20.78 20.78 -0.6 -4.5 4.4 1.3 0.4 08450846 *D0846 *D0845 ~CD8 H090AC 41.5 29.6 100.00 -0.00 -0.13 -14.51 -0.53 -0.22 0.38 Eq. 6.62 0.961 0.933 36.00 35.99 35.99 20.78 20.78 -0.0 -0.6 -8.5 -2.2 -0.9 08460847 *D0847 *D0846 ~CD8 H270AS 41.5 59.2 100.00 0.02 0.81 18.34 -0.74 0.15 0.35 Eq. 6.41 1.000 1.000 36.00 40.74 56.38 20.78 20.78 0.2 3.8 10.7 -3.0 0.4 08460866 *D0866 *D0846 ~CD8 H270AC 13.8 59.2 100.00 -0.03 -1.53 -12.71 -0.33 -0.21 0.41 Eq. 6.61 1.336 0.747 36.00 35.99 35.99 20.78 20.78 -0.4 -7.2 -7.4 -1.4 -0.8 08470848 *D0848 *D0847 ~CD8 H270AS 41.5 59.2 0.01 0.02 -0.40 -13.01 -0.41 0.03 0.24 Eq. 6.41 1.000 1.000 36.00 40.74 56.39 20.78 20.78 0.3 1.9 -7.6 -1.7 -0.1 08470867 *D0867 *D0847 ~CD8 H270AS 13.8 59.2 0.01 -0.01 0.00 -17.10 0.61 -0.20 0.48 Eq. 6.61 1.336 0.747 36.00 35.99 35.99 20.78 20.78 -0.2 -0.0 10.0 2.5 -0.6 08480849 *D0849 *D0848 ~CD8 H090AS 41.5 29.6 0.02 0.03 0.01 5.57 -0.30 0.17 0.10 Eq. 6.41 1.000 1.000 36.00 40.72 56.35 20.78 20.78 0.3 -0.1 -3.3 -1.2 0.4 08480868 *D0868 *D0848 ~CD8 H090AC 13.8 59.2 100.00 -0.02 -0.97 -7.15 -0.26 -0.15 0.24 Eq. 6.61 1.336 0.747 36.00 35.99 35.99 20.78 20.78 -0.2 -4.5 -4.2 -1.1 -0.4 08660867 *D0867 *D0866 ~CD8 H270AS 41.5 59.2 100.00 -0.06 4.19 13.22 -0.52 0.50 0.47 Eq. 6.61 1.201 0.746 36.00 35.98 35.98 20.78 20.78 -0.6 19.7 7.7 -2.1 1.9 08670868 *D0868 *D0867 ~CD8 H270AS 41.5 59.2 0.01 -0.14 0.81 8.92 -0.23 0.26 0.25 Eq. 6.61 \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 * * * *************************************************************************************************************** +++ L R F D 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 ---/ ISO Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 08670868 *D0868 *D0867 ~CD8 H270AS 1.200 0.745 36.00 35.99 35.99 20.78 20.78 -1.5 -3.8 -5.2 -0.9 0.8 08680869 *D0869 *D0868 ~CD8 H225AC 41.5 29.6 0.02 -0.19 -0.19 -8.35 -0.39 -0.26 0.23 Eq. 6.62 0.959 0.932 36.00 35.97 35.97 20.78 20.78 -2.0 -0.9 -4.9 -1.6 -0.8 08740876 *D0874 *D0876 ~CD8 H270AC 41.5 177.6 100.00 -0.02 3.04 4.65 0.01 -0.06 0.32 Eq. 6.61 2.400 0.197 36.00 36.00 36.00 20.78 20.78 -0.2 -14.3 -2.7 0.1 -0.3 08760878 *D0876 *D0878 ~CD8 H045AS 41.5 177.6 0.00 -0.07 3.12 2.43 0.11 -0.14 0.27 Eq. 6.61 2.399 0.195 36.00 35.99 35.99 20.78 20.78 -0.8 -14.7 1.4 0.5 -0.5 08400841 *D0840 *D0841 ~CD9 H270AS 12.6 36.4 0.01 0.08 9.43 0.86 -0.04 -2.24 0.25 Eq. 6.41 1.000 1.000 36.00 40.88 56.40 20.78 20.78 3.6 -396.2 3.2 -0.6 -43.6 08410842 *D0842 *D0841 ~CD9 H090AC 12.6 36.4 0.01 -0.09 -8.85 -0.97 -0.03 -2.27 0.28 Eq. 6.61 1.000 0.892 36.00 35.54 35.54 20.78 20.78 -3.9 -372.1 -3.6 -0.4 -44.2 00290061 *D0061 *D0029 ~CG0 H090AS 31.9 63.6 0.03 0.10 0.00 0.02 -0.03 -1.58 0.08 Eq. 6.19 1.000 1.000 36.00 36.42 50.37 20.78 20.78 7.6 130.8 -4.7 0.5 -42.7 00570058 *D0057 *D0058 ~CG0 H090AS 31.9 63.6 0.03 0.37 11.05 0.83 0.05 -2.57 0.30 Eq. 6.41 1.000 1.000 36.00 40.11 55.48 20.78 20.78 28.2 878.4 9.1 1.5 -69.5 00570835 *D0835 *D0057 ~CG0 H090AS 31.9 63.6 0.03 0.44 14.08 1.32 0.05 -2.81 0.39 Eq. 6.41 1.000 1.000 36.00 40.23 55.65 20.78 20.78 33.3 1120.0 14.5 1.7 -76.1 00580059 *D0058 *D0059 ~CG0 H090AS 31.9 63.6 0.03 0.30 8.28 0.41 0.04 -2.33 0.22 Eq. 6.41 1.000 1.000 36.00 39.89 55.17 20.78 20.78 23.0 658.4 4.5 1.3 -62.9 00590060 *D0059 *D0060 ~CG0 H090AS 31.9 63.6 0.03 0.23 5.79 -0.05 0.03 -2.08 0.15 Eq. 6.41 1.000 1.000 36.00 39.41 54.51 20.78 20.78 17.9 460.3 0.6 1.0 -56.2 00600061 *D0060 *D0061 ~CG0 H090AS 31.9 63.6 0.03 0.17 3.58 0.23 -0.03 -1.83 0.10 Eq. 6.41 1.000 1.000 36.00 38.65 53.45 20.78 20.78 12.7 284.3 -2.5 0.8 -49.5 08070859 *D0859 *D0807 ~CG1 H270AS 11.5 62.4 100.00 -1.61 -10.69 -16.24 -0.66 3.17 0.91 Eq. 6.61 1.378 0.706 36.00 35.81 35.81 20.78 20.78 -122.6 1214.8 182.8 -20.0 94.6 08030837 *D0803 *D0837 ~CG2 H315AS 22.1 39.8 0.01 -2.03 -9.16 -4.96 0.21 -1.71 0.48 Eq. 6.61 1.126 0.857 36.00 35.79 35.79 20.78 20.78 -154.9 1041.4 55.8 6.4 -52.8 08070857 *D0807 *D0857 ~CG2 H045AS 22.1 39.8 0.01 -2.61 -9.23 -4.41 -0.21 -1.97 0.48 Eq. 6.61 1.124 0.853 36.00 35.67 35.67 20.78 20.78 -199.4 1048.5 49.7 4.9 -54.5 08330835 *D0835 *D0833 ~CG2 H135AS 25.0 22.5 100.00 -1.05 -13.61 -1.29 0.08 8.39 0.46 Eq. 6.62 0.979 0.969 36.00 33.80 33.80 20.78 20.78 \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 * * * *************************************************************************************************************** +++ L R F D 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 ---/ ISO Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 08330835 *D0835 *D0833 ~CG2 H135AS -79.8 1547.1 -14.5 2.3 246.1 08350837 *D0837 *D0835 ~CG2 H225AC 25.0 22.5 0.01 -0.68 -10.37 -2.23 -0.10 -3.74 0.37 Eq. 6.62 0.981 0.970 36.00 35.30 35.30 20.78 20.78 -52.2 -1178.6 -25.2 -2.9 -108.9 08530855 *D0855 *D0853 ~CG2 H225AS 25.0 22.5 100.00 -1.57 -13.89 -1.31 0.05 8.68 0.48 Eq. 6.62 0.977 0.967 36.00 33.82 33.82 20.78 20.78 -119.7 1578.4 14.8 -0.0 252.9 08550857 *D0857 *D0855 ~CG2 H225AC 25.0 22.5 0.01 -0.96 -11.65 -1.72 -0.06 -3.99 0.40 Eq. 6.62 0.980 0.969 36.00 35.30 35.30 20.78 20.78 -72.9 -1323.7 -19.3 -1.9 -116.2 08010833 *D0833 *D0801 ~CG3 H135AS 22.1 39.8 0.01 3.69 13.31 0.81 0.09 -1.41 0.45 Eq. 6.41 1.000 1.000 36.00 39.97 54.60 20.78 20.78 281.8 1512.1 9.2 1.8 -42.5 08050853 *D0853 *D0805 ~CG3 H225AS 22.1 39.8 0.01 3.28 13.57 0.43 0.07 -1.43 0.44 Eq. 6.41 1.000 1.000 36.00 40.05 54.71 20.78 20.78 250.0 1541.9 -4.8 0.8 -42.9 08010831 *D0801 *D0831 ~CG4 H045AS 11.9 67.7 0.00 0.72 8.75 4.65 -0.19 -2.57 0.32 Eq. 6.41 1.000 1.000 36.00 40.12 54.80 20.78 20.78 54.5 994.5 -52.3 -5.8 -74.2 08050851 *D0805 *D0851 ~CG4 H090AS 11.9 67.7 0.00 1.08 7.00 6.79 -0.29 -2.16 0.33 Eq. 6.41 1.000 1.000 36.00 40.20 54.92 20.78 20.78 82.7 795.7 -76.5 -8.7 -64.3 08050873 *D0805 *D0873 ~CG5 H270AS 14.6 58.0 0.00 3.24 8.66 0.67 -0.05 -2.74 0.32 Eq. 6.41 1.000 1.000 36.00 39.77 55.00 20.78 20.78 247.6 688.3 -7.3 -1.1 -73.8 08070877 *D0807 *D0877 ~CG5 H090AC 14.6 58.0 100.00 -5.38 -14.00 -1.08 -0.02 -3.55 0.59 Eq. 6.61 1.012 0.697 36.00 34.94 34.94 20.78 20.78 -411.2 -1113.3 -11.9 -0.7 -96.9 00150845 *D0015 *D0845 ~CG6 H270AC 35.9 11.9 0.02 -1.79 0.00 -0.03 0.03 -13.27 0.64 Eq. 6.19 0.938 0.996 36.00 31.38 31.38 20.78 20.78 -136.7 -1105.8 -6.2 -0.1 -361.7 00160803 *D0803 *D0016 ~CG6 H270AC 30.3 30.2 100.00 -4.32 -23.60 -0.06 -0.18 -2.67 0.75 Eq. 6.61 0.950 0.905 36.00 35.40 35.40 20.78 20.78 -330.1 -1876.4 -0.7 -0.1 -69.9 00160824 *D0016 *D0824 ~CG6 H270AC 30.3 30.2 100.00 -4.41 -26.74 -0.52 -0.05 -2.38 0.85 Eq. 6.61 0.949 0.904 36.00 35.41 35.41 20.78 20.78 -337.1 -2126.6 -5.8 0.1 -63.9 08010802 *D0801 *D0802 ~CG6 H270AC 10.6 42.1 100.00 -4.62 -25.64 -0.13 -0.03 -2.08 0.87 Eq. 6.61 1.018 0.822 36.00 35.37 35.37 20.78 20.78 -353.5 -2038.5 1.4 -0.8 -56.6 08020843 *D0802 *D0843 ~CG6 H270AC 6.0 23.8 0.01 -1.05 -27.03 -0.17 -0.06 -8.80 0.82 Eq. 6.61 1.026 0.961 36.00 35.13 35.13 20.78 20.78 -80.2 -2149.5 -1.9 -0.4 -238.5 08040805 *D0805 *D0804 ~CG6 H090AC 10.6 42.1 100.00 -5.27 -25.24 -0.54 -0.01 -2.28 0.89 Eq. 6.61 1.016 0.817 36.00 35.18 35.18 20.78 20.78 -403.4 -2007.3 -6.0 -0.2 -62.0 \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 * * * *************************************************************************************************************** +++ L R F D 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 ---/ ISO Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 08040843 *D0804 *D0843 ~CG6 H090AC 6.0 23.8 0.01 -0.43 -27.15 -0.49 -0.04 -9.46 0.82 Eq. 6.61 1.027 0.964 36.00 35.02 35.02 20.78 20.78 -33.1 -2159.0 -5.3 -0.6 -256.9 08070862 *D0807 *D0862 ~CG6 H270AS 27.5 18.3 100.00 10.95 22.09 0.42 0.08 3.92 0.91 Eq. 6.41 1.000 1.000 36.00 36.68 50.73 20.78 20.78 837.5 1756.6 -4.7 -2.4 105.6 08200825 *D0820 *D0825 ~CG6 H270AC 35.9 11.9 100.00 -2.05 -31.24 -0.20 -0.19 -12.67 0.98 Eq. 6.62 0.936 0.995 36.00 34.68 34.68 20.78 20.78 -157.1 -2484.3 -2.2 -0.3 -342.0 08200845 *D0845 *D0820 ~CG6 H270AS 35.9 11.9 0.02 2.39 0.00 0.02 -0.60 -13.39 0.64 Eq. 6.19 1.000 1.000 36.00 23.87 33.01 20.78 20.78 182.9 -183.1 3.4 -0.2 -355.0 08240825 *D0825 *D0824 ~CG6 H270AC 35.9 11.9 0.02 -4.50 -29.61 0.11 -0.07 -1.30 0.98 Eq. 6.62 0.919 0.990 36.00 35.42 35.42 20.78 20.78 -344.3 -2354.5 1.2 0.2 -34.3 08350836 *D0836 *D0835 ~CG7 H090AS 35.9 47.7 100.00 0.10 14.09 0.84 -0.03 2.77 0.37 Eq. 6.41 1.000 1.000 36.00 40.22 55.62 20.78 20.78 7.3 1120.4 9.2 -1.0 75.6 08360844 *D0844 *D0836 ~CG7 H225AC 35.9 23.8 50.01 -0.20 -2.29 -2.85 -0.06 -0.55 0.15 Eq. 6.62 0.949 0.965 36.00 35.90 35.90 20.78 20.78 -15.2 -182.4 -31.3 -1.8 -14.8 08440856 *D0856 *D0844 ~CG7 H225AC 35.9 23.8 50.01 -0.27 -2.17 -3.09 -0.03 -1.05 0.15 Eq. 6.62 0.948 0.965 36.00 35.68 35.68 20.78 20.78 -20.8 -172.7 -33.9 -0.9 -28.4 08550856 *D0855 *D0856 ~CG7 H270AS 35.9 47.7 0.01 0.75 14.50 0.37 0.03 -2.83 0.39 Eq. 6.41 1.000 1.000 36.00 40.21 55.61 20.78 20.78 57.7 1152.8 4.0 1.0 -76.9 08550875 *D0875 *D0855 ~CG7 H270AS 31.9 63.6 100.00 0.66 14.49 2.27 -0.08 2.65 0.42 Eq. 6.41 1.000 1.000 36.00 40.31 55.76 20.78 20.78 50.1 1152.5 24.9 -2.6 71.4 00360803 *D0803 *D0036 ~CG8 H135AS 14.6 58.0 0.00 -0.47 -7.60 -3.83 0.21 -2.30 0.34 Eq. 6.61 1.026 0.750 36.00 35.66 35.66 20.78 20.78 -35.7 604.2 42.0 6.7 -62.4 00190041 *D0041 *D0019 ~CG9 H270AC 13.9 39.6 100.00 -0.82 -3.35 -0.36 0.02 -1.89 0.13 Eq. 6.61 0.998 0.868 36.00 34.57 34.57 20.78 20.78 -83.7 -386.8 -8.6 -0.3 -46.7 00250031 *D0025 *D0031 ~CG9 H225AS 13.9 39.6 0.03 -0.66 -7.33 -1.52 0.13 -3.57 0.27 Eq. 6.61 0.998 0.869 36.00 34.82 34.82 20.78 20.78 -66.8 846.9 35.8 6.5 -88.5 00250801 *D0801 *D0025 ~CG9 H225AS 13.9 39.6 0.05 -0.67 -8.57 -1.97 0.14 -3.73 0.32 Eq. 6.61 0.998 0.869 36.00 35.06 35.06 20.78 20.78 -68.0 989.7 46.5 7.1 -92.4 00310033 *D0031 *D0033 ~CG9 H225AS 13.9 39.6 0.03 -0.63 -4.91 -0.73 0.10 -3.23 0.18 Eq. 6.61 0.998 0.869 36.00 33.93 33.93 20.78 20.78 -64.2 567.4 17.3 5.2 -80.2 00330037 *D0033 *D0037 ~CG9 H225AC 13.9 39.6 0.03 -0.61 0.00 -0.00 0.02 -2.91 0.14 Eq. 6.19 \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 * * * *************************************************************************************************************** +++ L R F D 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 ---/ ISO Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 00330037 *D0033 *D0037 ~CG9 H225AC 0.998 0.869 36.00 21.56 21.56 20.78 20.78 -61.7 79.1 -2.8 -1.0 -72.0 00370041 *D0037 *D0041 ~CG9 H225AC 13.9 39.6 0.03 -0.58 0.00 -0.02 0.02 -2.59 0.12 Eq. 6.19 0.998 0.869 36.00 21.69 21.69 20.78 20.78 -59.3 -15.3 -11.4 -0.2 -64.0 08770977 *D0877 *D0977 ~CP1 H090AS 12.2 12.2 0.00 -1.05 -5.25 -0.89 -0.18 1.04 0.16 Eq. 13.3.2-3 1.176 1.176 30.35 41.62 41.62 19.79 19.79 -194.8 -1177.2 199.4 -16.4 96.6 09771077 *D0977 *D1077 ~CP2 H090AC 19.8 19.8 22.22 -0.60 -4.79 0.18 -0.03 -0.79 0.14 Eq. 13.3.2-3 1.175 1.175 30.09 41.62 41.62 19.79 19.79 -111.9 -1073.5 -39.8 -3.1 -73.6 09550977 *D0955 *D0977 ~CRB H225AC 22.9 27.0 100.00 -0.06 -5.77 -3.18 -0.04 -0.53 0.26 Eq. 6.61 1.039 0.947 36.00 35.97 35.97 20.78 20.78 -2.4 -211.1 -10.0 0.0 -9.3 00060009 *D0006 *D0009 ~CS3 H270AC 4.9 26.0 100.00 -0.00 -1.90 -0.17 -0.04 -0.56 0.06 Eq. 6.61 1.035 0.953 36.00 35.32 35.32 20.78 20.78 -0.0 -4.6 -0.0 0.0 -1.5 00060721 *D0006 *D0721 ~CS3 H090AC 9.9 53.0 100.00 -0.01 -3.00 -0.01 -0.09 -0.52 0.11 Eq. 6.61 1.263 0.788 36.00 35.76 35.76 20.78 20.78 -0.0 -7.2 -0.0 -0.1 -1.3 00090075 *D0009 *D0075 ~CS3 H270AC 4.9 26.0 0.04 -0.01 1.92 0.16 -0.02 -0.39 0.06 Eq. 6.61 1.035 0.953 36.00 35.70 35.70 20.78 20.78 -0.1 -4.6 0.0 0.0 -1.1 00090711 *D0009 *D0711 ~CS3 H045AS 9.9 53.0 100.00 -0.02 -0.49 -0.41 0.03 0.09 0.03 Eq. 6.61 1.263 0.788 36.00 35.89 35.89 20.78 20.78 -0.1 1.2 -0.1 0.0 0.2 00090721 *D0009 *D0721 ~CS3 H270AC 9.9 53.0 100.00 -0.08 -6.56 -0.66 -0.11 -1.10 0.25 Eq. 6.61 1.262 0.788 36.00 35.78 35.78 20.78 20.78 -0.5 -15.8 -0.2 0.0 -2.9 00750711 *D0075 *D0711 ~CS3 H090AC 9.9 53.0 100.00 -0.00 -2.83 -0.25 -0.06 -0.45 0.11 Eq. 6.61 1.263 0.788 36.00 35.80 35.80 20.78 20.78 -0.0 -6.8 -0.1 -0.1 -1.2 00080820 *D0820 *D0008 ~CS4 H315AS 12.0 69.0 0.02 -0.00 -0.83 -1.33 -0.35 -0.32 0.07 Eq. 6.61 1.503 0.678 36.00 34.72 34.72 20.78 20.78 -0.0 1.5 0.2 0.1 -0.4 00080825 *D0825 *D0008 ~CS4 H045AS 12.0 69.0 0.02 -0.00 0.72 1.30 -0.52 -0.37 0.07 Eq. 6.61 1.503 0.679 36.00 35.81 35.81 20.78 20.78 -0.0 1.3 -0.2 -0.1 -0.3 00160085 *D0016 *D0085 ~CS4 H135AS 12.0 69.0 0.02 -0.02 -0.15 0.77 -0.16 -0.10 0.03 Eq. 6.61 1.503 0.678 36.00 35.79 35.79 20.78 20.78 -0.1 -0.3 -0.1 -0.1 -0.1 00850824 *D0824 *D0085 ~CS4 S225AS 12.0 69.0 0.02 -0.00 -0.44 -1.10 -0.21 -0.19 0.05 Eq. 6.61 1.504 0.679 36.00 34.93 34.93 20.78 20.78 -0.0 0.8 0.2 0.1 -0.2 00860824 *D0824 *D0086 ~CS4 H045AS 12.0 69.0 0.02 -0.02 0.43 1.25 0.09 0.08 0.05 Eq. 6.61 1.503 0.678 36.00 35.98 35.98 20.78 20.78 \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 * * * *************************************************************************************************************** +++ L R F D 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 ---/ ISO Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 00860824 *D0824 *D0086 ~CS4 H045AS -0.1 -0.8 -0.2 -0.1 0.1 00860825 *D0825 *D0086 ~CS4 H270AS 12.0 69.0 0.02 -0.03 -0.91 -1.79 -0.36 -0.34 0.09 Eq. 6.61 1.503 0.678 36.00 35.18 35.18 20.78 20.78 -0.2 1.6 0.3 0.2 -0.4 06510831 *D0651 *D0831 ~D1 H090AS 51.8 51.8 0.00 -5.76 0.46 6.42 -0.37 -0.26 0.36 Eq. 13.3.2-3 1.102 1.102 26.94 43.50 43.50 19.25 19.25 -176.3 5.6 -77.9 -5.7 -1.7 06550851 *D0655 *D0851 ~D1 H090AC 51.8 51.8 0.00 -5.81 -1.05 6.75 -0.38 -0.11 0.37 Eq. 13.3.2-3 1.101 1.101 26.94 43.50 43.50 19.25 19.25 -178.0 -12.7 -82.0 -5.8 -1.7 06570877 *D0657 *D0877 ~D1 H090AS 42.5 42.5 0.00 -11.87 6.15 -2.03 -0.32 -0.37 0.58 Eq. 13.3.2-3 1.073 1.073 27.83 43.50 43.50 19.25 19.25 -363.5 74.7 24.7 -1.2 -4.7 06550873 *D0655 *D0873 ~D2 H090AS 66.0 66.0 0.00 -9.15 4.11 0.60 -0.30 -0.31 0.46 Eq. 13.3.2-2 0.983 0.983 25.24 43.96 43.96 19.25 19.25 -194.0 23.7 -3.5 -0.5 -2.1 06510811 *D0651 *D0811 ~D3 H090AS 75.5 75.5 0.00 -1.32 5.04 3.11 0.36 -0.39 0.19 Eq. 13.3.2-3 1.140 1.140 23.87 43.77 43.77 19.25 19.25 -32.1 38.5 -23.7 0.8 -3.5 06330653 *D0633 *D0653 ~DC1 H045AS 24.0 32.0 15.63 -6.52 3.21 -11.82 -1.08 0.18 0.49 Eq. 13.3.2-3 1.158 1.144 29.41 44.91 44.91 19.79 19.79 -1082.2 455.5 1678.5 -89.6 14.5 06570707 *D0657 *D0707 ~DC2 H270AS 8.3 33.3 0.01 -8.35 13.20 -1.09 -0.20 -1.98 0.58 Eq. 13.3.2-3 1.174 1.132 29.32 44.95 44.95 19.79 19.79 -1336.8 1741.2 144.5 -15.7 -158.5 07070807 *D0707 *D0807 ~DC3 H225AS 10.8 10.8 0.01 -3.00 -3.52 -11.22 -1.03 0.46 0.26 Eq. 13.3.2-3 1.175 1.175 42.13 61.22 61.22 27.49 27.49 -479.5 -464.9 1480.4 -82.3 32.0 08030903 *D0803 *D0903 ~DC4 H270AS 15.4 15.4 84.09 -4.52 -21.99 -2.95 -0.67 -4.70 0.67 Eq. 13.3.2-3 1.171 1.171 30.25 42.23 42.23 19.79 19.79 -439.3 -1804.6 242.0 -32.5 -228.6 08070907 *D0807 *D0907 ~DC4 H090AS 15.4 15.4 84.09 -4.09 22.40 -2.84 -0.67 4.49 0.67 Eq. 13.3.2-3 1.172 1.172 30.25 42.23 42.23 19.79 19.79 -397.8 1838.0 232.6 -32.6 218.3 09011001 *D0901 *D1001 ~DC5 H090AS 1.7 1.7 0.04 -0.03 -0.04 0.00 -0.00 0.04 0.00 Shear 1.176 1.176 42.37 61.22 61.22 27.49 27.49 -4.1 -5.2 -0.2 -0.1 3.3 09031003 *D0903 *D1003 ~DC5 H090AS 1.7 1.7 0.04 -0.03 0.04 0.00 -0.00 0.04 0.00 Shear 1.176 1.176 42.37 61.22 61.22 27.49 27.49 -4.1 4.7 -0.2 -0.1 3.5 09051005 *D0905 *D1005 ~DC5 H090AS 1.7 1.7 0.04 -0.03 -0.04 0.00 -0.00 0.04 0.00 Shear 1.176 1.176 42.37 61.22 61.22 27.49 27.49 -4.6 -5.3 -0.1 -0.1 3.3 09071007 *D0907 *D1007 ~DC5 H090AS 1.7 1.7 0.04 -0.03 0.04 0.00 -0.00 0.04 0.00 Shear 1.176 1.176 42.37 61.22 61.22 27.49 27.49 -4.6 4.7 -0.1 -0.1 3.5 \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 * * * *************************************************************************************************************** +++ L R F D 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 ---/ ISO Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 06310641 *D0631 *D0641 ~DC6 H135AC 23.9 23.9 17.24 -7.81 -3.44 13.41 -1.78 -0.26 0.57 Eq. 13.3.2-3 1.155 1.155 29.90 44.91 44.91 19.79 19.79 -1296.0 -488.3 -1903.8 -147.4 3.5 06410651 *D0641 *D0651 ~DC7 H270AS 20.0 20.0 100.00 -9.54 5.86 4.23 -0.35 -0.27 0.35 Eq. 13.3.2-3 1.158 1.158 41.55 61.22 61.22 27.49 27.49 -1527.3 773.7 -558.6 -27.1 6.1 06510661 *D0651 *D0661 ~DC8 H270AS 8.3 8.3 0.08 -8.54 5.12 3.95 -1.76 -0.55 0.31 Eq. 13.3.2-3 1.174 1.174 42.23 61.22 61.22 27.49 27.49 -1366.1 675.9 -521.3 -140.8 21.9 06610701 *D0661 *D0701 ~DC8 H135AS 8.3 8.3 100.00 -7.47 3.41 -15.53 -2.55 0.33 0.44 Eq. 13.3.2-3 1.174 1.174 42.23 61.22 61.22 27.49 27.49 -1195.3 450.1 2049.1 -204.3 18.8 07010801 *D0701 *D0801 ~DC8 H135AS 10.8 10.8 0.01 -3.89 2.99 -13.53 2.26 -0.67 0.32 Eq. 13.3.2-3 1.174 1.174 42.13 61.22 61.22 27.49 27.49 -622.9 394.4 1784.7 181.0 -53.8 07030803 *D0703 *D0803 ~DC8 H135AS 10.8 10.8 0.01 -3.34 3.40 -10.12 -1.04 -0.43 0.25 Eq. 13.3.2-3 1.175 1.175 42.13 61.22 61.22 27.49 27.49 -534.7 448.3 1335.0 -83.2 -34.3 07050805 *D0705 *D0805 ~DC8 H225AS 10.8 10.8 0.01 -3.26 -3.28 -14.08 2.35 0.35 0.31 Eq. 13.3.2-3 1.175 1.175 42.13 61.22 61.22 27.49 27.49 -521.8 -433.1 1858.3 188.4 27.7 08010901 *D0801 *D0901 ~DC9 H270AC 15.4 15.4 84.09 -4.43 -18.83 1.72 0.28 -3.91 0.59 Eq. 13.3.2-3 1.171 1.171 30.25 42.23 42.23 19.79 19.79 -430.2 -1545.6 -141.5 13.4 -189.9 08050905 *D0805 *D0905 ~DC9 H090AS 15.4 15.4 84.09 -4.12 20.05 1.38 0.44 4.10 0.61 Eq. 13.3.2-3 1.172 1.172 30.25 42.23 42.23 19.79 19.79 -400.2 1645.2 -113.6 21.2 199.4 06370657 *D0637 *D0657 ~DCA H090AS 31.4 31.4 100.00 -10.25 13.43 -1.06 -0.21 0.80 0.65 Eq. 13.3.2-3 1.127 1.127 29.45 44.95 44.95 19.79 19.79 -1640.6 1772.3 139.5 -14.8 63.8 06530703 *D0653 *D0703 ~DCB H270AS 33.3 33.3 80.01 -8.68 6.65 -1.27 -0.15 0.12 0.45 Eq. 13.3.2-3 1.130 1.130 29.32 44.95 44.95 19.79 19.79 -1388.7 877.8 167.8 -11.8 9.8 06350655 *D0635 *D0655 ~DCC H225AS 24.0 24.0 15.63 -8.16 4.22 13.78 -2.05 0.32 0.59 Eq. 13.3.2-3 1.154 1.154 29.89 44.91 44.91 19.79 19.79 -1353.4 598.5 -1955.7 -169.9 22.4 06550705 *D0655 *D0705 ~DCD H225AS 8.3 8.3 100.00 -7.21 -4.11 -16.15 -2.36 -1.10 0.44 Eq. 13.3.2-3 1.174 1.174 42.23 61.22 61.22 27.49 27.49 -1154.1 -541.7 2130.6 -189.0 -87.8 06010621 *D0601 *D0621 ~DCZ H135AC 3.6 3.6 100.00 -6.23 -0.72 9.91 -0.96 -1.16 0.43 Eq. 13.3.2-3 1.176 1.176 30.49 44.79 44.79 19.79 19.79 -1144.1 -124.9 -1726.3 -88.5 -106.7 06030623 *D0603 *D0623 ~DCZ H270AS 3.6 3.6 0.02 -6.52 -6.36 -0.39 -0.15 2.76 0.36 Eq. 13.3.2-3 1.176 1.176 30.49 44.79 44.79 19.79 19.79 -1197.0 -1108.7 67.9 -13.9 253.4 06050625 *D0605 *D0625 ~DCZ H225AS 21.8 21.8 100.00 -6.52 0.97 10.35 -1.13 1.30 0.45 Eq. 13.3.2-3 \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 * * * *************************************************************************************************************** +++ L R F D 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 ---/ ISO Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 06050625 *D0605 *D0625 ~DCZ H225AS 1.161 1.161 30.00 44.79 44.79 19.79 19.79 -1196.3 169.0 -1804.3 -103.4 119.7 06070627 *D0607 *D0627 ~DCZ H090AS 3.6 3.6 0.02 -7.72 7.43 -0.49 -0.20 2.13 0.42 Eq. 13.3.2-3 1.176 1.176 30.49 44.79 44.79 19.79 19.79 -1417.3 1294.1 86.2 -18.0 195.2 06210631 *D0621 *D0631 ~DCZ H135AS 3.6 3.6 100.00 -6.21 -2.92 12.60 -0.96 0.87 0.49 Eq. 13.3.2-3 1.176 1.176 30.49 44.79 44.79 19.79 19.79 -1140.4 -508.2 -2195.8 -88.5 80.2 06230633 *D0623 *D0633 ~DCZ H045AS 3.6 3.6 100.00 -5.11 -3.36 -11.11 -1.67 1.38 0.43 Eq. 13.3.2-3 1.176 1.176 30.49 44.79 44.79 19.79 19.79 -938.6 -585.9 1935.7 -153.0 126.5 06250635 *D0625 *D0635 ~DCZ H225AS 21.8 21.8 100.00 -6.50 3.21 13.19 -1.12 1.31 0.52 Eq. 13.3.2-3 1.162 1.162 30.00 44.79 44.79 19.79 19.79 -1192.6 558.8 -2298.9 -103.3 120.6 06270637 *D0627 *D0637 ~DCZ H315AS 3.6 3.6 100.00 -5.98 3.89 -11.87 -1.78 1.69 0.48 Eq. 13.3.2-3 1.176 1.176 30.49 44.79 44.79 19.79 19.79 -1098.1 678.4 2069.4 -163.6 155.1 05010601 *D0501 *D0601 ~KNL H090AC 2.2 2.2 100.00 -9.58 -2.88 6.70 -1.53 -1.07 0.48 Eq. 13.3.2-3 1.176 1.176 30.50 44.79 44.79 19.79 19.79 -1759.3 -502.1 -1167.3 -140.7 -98.3 05030603 *D0503 *D0603 ~KNL H270AS 2.2 2.2 100.00 -8.70 -6.25 -0.39 -0.15 -2.34 0.43 Eq. 13.3.2-3 1.176 1.176 30.50 44.79 44.79 19.79 19.79 -1596.8 -1089.7 67.2 -13.8 -215.3 05050605 *D0505 *D0605 ~KNL H270AS 2.2 2.2 100.00 -9.86 -2.98 -6.74 -2.60 -1.11 0.49 Eq. 13.3.2-3 1.176 1.176 30.50 44.79 44.79 19.79 19.79 -1809.7 -519.6 1174.0 -239.1 -101.8 05070607 *D0507 *D0607 ~KNL H090AC 2.2 2.2 100.00 -9.98 -7.38 0.51 -0.13 -2.77 0.49 Eq. 13.3.2-3 1.176 1.176 30.50 44.79 44.79 19.79 19.79 -1833.0 -1287.0 -88.5 -7.6 -254.6 09110912 *D0911 *D0912 ~MD3 H270AS 9.4 10.9 100.00 0.11 2.53 2.90 0.05 0.55 0.12 Eq. 6.41 1.000 1.000 36.00 41.25 56.91 20.78 20.78 4.8 106.5 10.9 0.7 10.1 09120913 *D0912 *D0913 ~MD3 H270AS 9.4 10.9 100.00 0.11 -5.66 -4.05 0.24 0.68 0.21 Eq. 6.41 1.000 1.000 36.00 41.29 56.96 20.78 20.78 4.8 237.7 -15.2 3.7 12.6 09130915 *D0913 *D0915 ~MD3 H270AC 18.9 21.8 100.00 -0.16 -5.92 -2.47 -0.05 -0.98 0.26 Eq. 6.61 1.108 0.976 36.00 35.88 35.88 20.78 20.78 -6.9 -249.0 -9.3 -0.8 -18.9 09150917 *D0915 *D0917 ~MD3 H270AC 18.9 21.8 0.00 -0.11 -5.92 -2.68 -0.18 -0.67 0.26 Eq. 6.61 1.108 0.977 36.00 35.94 35.94 20.78 20.78 -4.8 -249.0 -10.1 -2.8 -12.6 09170918 *D0917 *D0918 ~MD3 H270AS 37.8 109.2 0.00 0.25 4.48 3.25 -0.20 -0.51 0.17 Eq. 6.41 1.000 1.000 36.00 41.30 56.97 20.78 20.78 10.9 188.2 -12.2 -3.0 -9.7 09710973 *D0973 *D0971 ~MD3 H135AS 18.9 21.8 0.00 0.15 7.38 2.26 -0.12 -0.85 0.22 Eq. 6.41 1.000 1.000 36.00 41.27 56.93 20.78 20.78 \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 * * * *************************************************************************************************************** +++ L R F D 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 ---/ ISO Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 09710973 *D0973 *D0971 ~MD3 H135AS 6.5 310.3 -8.5 -1.8 -16.3 09730975 *D0975 *D0973 ~MD3 H225AS 18.9 21.8 100.00 0.18 10.53 2.25 -0.12 1.31 0.30 Eq. 6.41 1.000 1.000 36.00 41.24 56.90 20.78 20.78 7.9 442.7 8.5 -1.8 25.5 09750977 *D0977 *D0975 ~MD3 H225AC 16.8 19.4 0.00 -0.05 -9.59 -0.50 -0.05 -1.06 0.31 Eq. 6.61 1.113 0.991 36.00 35.90 35.90 20.78 20.78 -2.2 -403.2 -1.9 -0.4 -20.2 09770978 *D0977 *D0978 ~MD3 H090AS 33.6 97.1 0.00 0.17 4.90 2.39 0.17 -0.56 0.17 Eq. 6.41 1.000 1.000 36.00 41.29 56.96 20.78 20.78 7.4 206.0 9.0 2.6 -12.2 09100911 *D0910 *D0911 ~MD4 H270AS 16.1 8.0 0.01 0.32 3.32 0.37 -0.07 -1.59 0.10 Eq. 6.41 1.000 1.000 36.00 39.14 54.10 20.78 20.78 21.3 231.4 -3.5 0.6 -37.7 09100931 *D0931 *D0910 ~MD4 H270AS 16.1 4.8 0.01 0.49 8.44 0.48 -0.07 -2.38 0.23 Eq. 6.41 1.000 1.000 36.00 39.87 55.12 20.78 20.78 33.1 587.9 4.6 0.8 -57.1 09310940 *D0931 *D0940 ~MD4 H090AS 36.3 36.2 0.01 0.34 17.13 0.34 0.05 -2.89 0.44 Eq. 6.41 1.000 1.000 36.00 40.26 55.66 20.78 20.78 22.8 1192.9 3.3 -0.4 -71.3 09400941 *D0940 *D0941 ~MD4 H090AC 36.3 72.4 0.01 -0.02 -5.54 -0.22 -0.01 -2.20 0.22 Eq. 6.61 1.331 0.654 36.00 34.78 34.78 20.78 20.78 -1.4 -385.7 -2.1 -0.4 -53.8 09410942 *D0941 *D0942 ~MD4 H090AC 36.3 72.4 100.00 -0.19 -6.82 -0.14 -0.05 -1.31 0.26 Eq. 6.61 1.329 0.652 36.00 35.69 35.69 20.78 20.78 -12.6 -474.9 -1.3 -0.5 -31.4 09420951 *D0951 *D0942 ~MD4 H270AS 36.3 36.2 0.01 0.51 16.77 0.28 -0.05 -2.92 0.44 Eq. 6.41 1.000 1.000 36.00 40.24 55.63 20.78 20.78 34.6 1168.1 -2.7 0.5 -70.7 09510971 *D0951 *D0971 ~MD4 H090AS 32.2 12.9 0.00 0.45 6.87 0.73 0.06 -2.10 0.20 Eq. 6.41 1.000 1.000 36.00 39.83 55.06 20.78 20.78 30.7 478.6 -6.9 -0.8 -52.2 09150935 *D0935 *D0915 ~MD5 H090AS 30.1 12.0 0.00 -0.19 -13.56 -0.32 0.03 -3.02 0.41 Eq. 6.62 0.975 1.000 36.00 35.59 35.59 20.78 20.78 -14.5 1078.5 3.5 1.0 -81.8 09550975 *D0975 *D0955 ~MD5 H270AS 30.0 12.0 100.00 -0.40 -12.24 -0.23 -0.06 2.77 0.37 Eq. 6.62 0.974 0.999 36.00 35.58 35.58 20.78 20.78 -30.7 972.9 2.5 -1.1 76.4 09180939 *D0939 *D0918 ~MD6 H270AS 17.1 20.2 0.00 0.47 9.75 1.15 0.03 -1.83 0.27 Eq. 6.41 1.000 1.000 36.00 41.31 57.11 20.78 20.78 18.7 356.5 3.6 0.3 -34.4 09390949 *D0949 *D0939 ~MD6 H090AS 38.5 22.7 100.00 0.47 20.12 1.79 -0.05 2.71 0.53 Eq. 6.41 1.000 1.000 36.00 41.42 57.26 20.78 20.78 18.7 735.7 5.6 -0.6 50.1 09490959 *D0959 *D0949 ~MD6 H270AS 38.5 22.7 0.00 0.27 20.53 1.47 0.05 -2.74 0.53 Eq. 6.41 1.000 1.000 36.00 41.42 57.26 20.78 20.78 10.6 750.8 4.6 0.6 -50.9 \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 * * * *************************************************************************************************************** +++ L R F D 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 ---/ ISO Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 09590978 *D0978 *D0959 ~MD6 H090AS 17.1 20.2 100.00 0.58 7.44 0.89 -0.03 1.60 0.21 Eq. 6.41 1.000 1.000 36.00 41.23 57.00 20.78 20.78 23.2 272.0 2.8 -0.2 30.1 09030939 *D0939 *D0903 ~MG1 H270AS 12.1 12.9 100.00 0.52 10.94 1.56 -0.18 3.61 0.32 Eq. 6.41 1.000 1.000 36.00 39.42 54.01 20.78 20.78 42.6 1357.0 21.6 -5.9 105.6 09070959 *D0959 *D0907 ~MG1 H090AS 12.1 12.9 100.00 0.37 10.61 1.53 0.18 3.46 0.31 Eq. 6.41 1.000 1.000 36.00 39.42 54.02 20.78 20.78 30.3 1315.9 -21.3 6.0 102.4 09030935 *D0903 *D0935 ~MG2 H315AS 21.4 10.3 0.00 0.58 12.71 0.42 -0.09 -3.67 0.35 Eq. 6.41 1.000 1.000 36.00 39.47 54.08 20.78 20.78 47.0 1575.8 -5.8 -1.2 -106.8 09070955 *D0907 *D0955 ~MG2 H045AS 21.5 10.4 0.00 0.52 12.51 1.10 -0.10 -3.54 0.35 Eq. 6.41 1.000 1.000 36.00 39.53 54.16 20.78 20.78 42.1 1550.8 -15.3 -3.5 -105.4 09010935 *D0935 *D0901 ~MG3 H135AS 21.4 10.3 100.00 0.44 14.90 0.56 0.08 4.27 0.40 Eq. 6.41 1.000 1.000 36.00 39.47 54.08 20.78 20.78 35.9 1847.3 7.8 -0.9 124.5 09050955 *D0955 *D0905 ~MG3 H225AS 21.5 10.4 100.00 0.44 15.51 0.92 -0.08 4.38 0.42 Eq. 6.41 1.000 1.000 36.00 39.49 54.12 20.78 20.78 36.0 1923.5 12.8 -2.6 129.7 09010931 *D0901 *D0931 ~MG4 H135AC 11.1 69.4 100.00 -0.03 -5.98 -1.40 -0.02 -3.15 0.36 Eq. 6.61 1.833 0.675 36.00 34.49 34.49 20.78 20.78 -1.7 -493.9 -7.0 -0.4 -88.9 09050951 *D0905 *D0951 ~MG4 H090AC 11.1 69.4 100.00 -0.04 -5.82 -2.42 -0.07 -2.55 0.37 Eq. 6.61 1.833 0.675 36.00 35.17 35.17 20.78 20.78 -2.4 -480.8 -12.1 -1.4 -71.2 09070977 *D0907 *D0977 ~MG5 H090AC 12.0 6.8 100.00 -0.43 -14.66 -0.01 -0.01 -4.99 0.43 Eq. 6.62 0.999 0.999 36.00 35.06 35.06 20.78 20.78 -43.3 -1693.6 -0.3 -0.7 -123.1 09010902 *D0901 *D0902 ~MG8 H090AS 30.3 6.0 0.01 0.75 28.41 0.36 -0.03 -5.15 0.73 Eq. 6.41 1.000 1.000 36.00 40.24 55.65 20.78 20.78 57.4 2259.2 -4.0 -1.0 -140.3 09010914 *D0901 *D0914 ~MG8 H045AS 12.3 3.7 0.01 0.50 9.62 2.79 0.26 -3.43 0.31 Eq. 6.41 1.000 1.000 36.00 39.86 55.13 20.78 20.78 38.1 764.6 -30.6 8.5 -93.0 09020943 *D0902 *D0943 ~MG8 H270AC 32.1 6.4 0.01 -0.21 -13.23 -0.07 -0.01 -3.96 0.39 Eq. 6.62 0.966 1.000 36.00 35.26 35.26 20.78 20.78 -15.8 -1052.1 -0.8 -0.4 -107.8 09030917 *D0903 *D0917 ~MG8 H090AS 14.6 11.6 0.00 0.59 7.72 0.81 0.04 -2.73 0.23 Eq. 6.41 1.000 1.000 36.00 39.66 54.85 20.78 20.78 44.8 614.0 -8.8 1.2 -74.9 09030947 *D0903 *D0947 ~MG8 H090AS 31.2 12.4 0.00 1.24 31.10 0.29 -0.03 -5.46 0.81 Eq. 6.41 1.000 1.000 36.00 40.23 55.64 20.78 20.78 94.9 2473.3 -3.2 -0.9 -148.6 09040905 *D0905 *D0904 ~MG8 H270AS 30.3 6.0 0.01 0.89 27.17 0.21 0.03 -5.07 0.70 Eq. 6.41 \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 * * * *************************************************************************************************************** +++ L R F D 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 ---/ ISO Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 09040905 *D0905 *D0904 ~MG8 H270AS 1.000 1.000 36.00 40.21 55.61 20.78 20.78 67.9 2160.7 2.3 0.9 -137.6 09040943 *D0943 *D0904 ~MG8 H090AC 32.1 6.4 100.00 -0.41 -13.01 0.02 -0.02 -2.87 0.39 Eq. 6.62 0.964 1.000 36.00 35.60 35.60 20.78 20.78 -31.2 -1034.4 0.2 -0.1 -77.7 09050973 *D0905 *D0973 ~MG8 H225AS 14.6 11.6 0.00 0.35 6.63 3.34 -0.31 -2.88 0.24 Eq. 6.41 1.000 1.000 36.00 39.78 55.01 20.78 20.78 27.0 526.9 -36.7 -10.1 -78.8 09070947 *D0907 *D0947 ~MG8 H270AS 31.2 12.4 0.00 0.89 31.29 0.32 0.03 -5.62 0.81 Eq. 6.41 1.000 1.000 36.00 40.23 55.64 20.78 20.78 68.4 2488.5 3.6 1.0 -153.2 09130914 *D0914 *D0913 ~MG8 H315AC 16.0 7.9 100.00 -0.04 -3.60 -1.30 -0.19 -0.53 0.14 Eq. 6.62 1.027 1.000 36.00 35.88 35.88 20.78 20.78 -2.7 -286.0 -14.3 -6.2 -13.9 09350945 *D0945 *D0935 ~MG8 H090AS 32.2 12.8 100.00 -0.34 -13.56 -0.32 -0.03 3.09 0.41 Eq. 6.62 0.964 0.999 36.00 35.58 35.58 20.78 20.78 -26.4 1078.0 3.5 -0.8 84.2 09450955 *D0955 *D0945 ~MG8 H270AS 32.1 12.8 0.00 -0.10 -13.94 -0.55 0.03 -3.09 0.42 Eq. 6.62 0.966 1.000 36.00 35.60 35.60 20.78 20.78 -7.6 1108.2 6.0 1.0 -84.0 00010811 *D0811 *D0001 ~PF1 H045AS 2.5 14.6 0.03 -0.01 -0.21 -0.79 -0.08 -0.17 0.03 Eq. 6.61 1.000 1.000 36.00 35.68 35.68 20.78 20.78 -0.4 9.0 -3.0 -1.3 -3.4 00030012 *D0003 *D0012 ~PF1 H270AS 1.3 7.3 100.00 -0.04 0.00 -0.91 -0.07 -0.08 0.03 Eq. 6.61 1.000 1.000 36.00 35.89 35.89 20.78 20.78 -1.6 0.0 3.4 -1.1 -1.6 00030062 *D0062 *D0003 ~PF1 H270AS 4.2 24.3 100.00 -0.04 -0.07 -0.93 -0.14 -0.11 0.03 Eq. 6.61 1.000 0.963 36.00 35.73 35.73 20.78 20.78 -1.6 2.8 3.5 -2.1 -2.2 00050051 *D0051 *D0005 ~PF1 H225AS 1.3 7.3 0.12 -0.03 -0.03 -0.65 0.06 0.10 0.02 Eq. 6.61 1.000 1.000 36.00 35.77 35.77 20.78 20.78 -1.4 1.4 2.4 0.9 1.9 00050063 *D0005 *D0063 ~PF1 H270AS 4.2 24.3 0.06 -0.09 -0.08 -0.85 0.12 0.14 0.03 Eq. 6.61 1.000 0.963 36.00 35.72 35.72 20.78 20.78 -3.8 3.4 3.2 1.8 2.6 00120013 *D0012 *D0013 ~PF1 H045AC 6.4 37.3 0.03 -0.03 -0.00 -0.73 -0.10 -0.03 0.02 Eq. 6.61 1.000 0.887 36.00 35.83 35.83 20.78 20.78 -1.3 -0.1 -2.7 -1.5 -0.6 00120023 *D0023 *D0012 ~PF1 H270AC 6.4 37.3 0.02 -0.06 -0.00 -2.06 -0.09 -0.03 0.06 Eq. 6.61 1.009 0.887 36.00 35.98 35.98 20.78 20.78 -2.5 -0.1 -7.7 -1.4 -0.4 00140021 *D0014 *D0021 ~PF1 H270AC 10.1 58.4 0.03 -0.03 -0.01 -1.17 -0.16 -0.04 0.03 Eq. 6.61 1.000 0.752 36.00 35.83 35.83 20.78 20.78 -1.2 -0.5 -4.4 -2.4 -0.7 00140051 *D0014 *D0051 ~PF1 H225AS 1.3 7.3 0.10 -0.03 0.00 -0.85 0.06 0.09 0.02 Eq. 6.61 1.000 1.000 36.00 35.87 35.87 20.78 20.78 \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 * * * *************************************************************************************************************** +++ L R F D 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 ---/ ISO Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 00140051 *D0014 *D0051 ~PF1 H225AS -1.4 0.0 3.2 0.9 1.7 00140052 *D0052 *D0014 ~PF1 H090AC 10.1 58.4 100.00 -0.05 -0.01 -0.57 -0.01 0.02 0.02 Eq. 6.61 1.000 0.752 36.00 35.99 35.99 20.78 20.78 -2.2 -0.3 -2.1 -0.2 0.5 00240052 *D0024 *D0052 ~PF1 H225AC 10.1 58.4 50.01 -0.02 -0.05 -0.45 -0.01 -0.02 0.01 Eq. 6.61 1.037 0.752 36.00 35.98 35.98 20.78 20.78 -0.9 -2.1 -1.7 -0.0 -0.4 00620811 *D0811 *D0062 ~PF1 H270AS 4.2 24.3 0.02 -0.04 -0.41 -1.76 -0.13 -0.18 0.06 Eq. 6.61 1.000 0.963 36.00 35.91 35.91 20.78 20.78 -1.9 17.3 -6.6 -1.9 -3.6 00630811 *D0063 *D0811 ~PF1 H225AS 4.2 24.3 100.00 -0.05 -0.40 -1.68 0.12 0.18 0.06 Eq. 6.61 1.000 0.963 36.00 35.91 35.91 20.78 20.78 -2.3 16.9 -6.3 1.9 3.4 00010007 *D0001 *D0007 ~PF2 H270AC 15.9 79.8 0.02 -0.06 -0.15 -1.20 -0.07 -0.13 0.04 Eq. 6.61 1.073 0.602 36.00 35.91 35.91 20.78 20.78 -1.4 2.5 -2.1 -0.6 -1.3 00010011 *D0011 *D0001 ~PF2 H270AC 15.9 79.8 100.00 -0.03 -0.15 -1.33 0.01 0.05 0.04 Eq. 6.61 1.073 0.602 36.00 35.99 35.99 20.78 20.78 -0.9 2.5 -2.3 0.1 0.5 00070013 *D0007 *D0013 ~PF2 H270AS 15.9 79.8 100.00 0.09 0.00 1.55 -0.21 -0.03 0.03 Eq. 6.41 1.000 1.000 36.00 40.77 56.25 20.78 20.78 2.3 0.0 2.7 -2.0 -0.3 00110021 *D0021 *D0011 ~PF2 H045AC 15.9 79.8 0.06 -0.07 -0.00 -1.13 -0.17 -0.00 0.03 Eq. 6.61 1.000 0.602 36.00 35.83 35.83 20.78 20.78 -1.7 -0.0 -2.0 -1.6 0.0 00030022 *D0003 *D0022 ~PF3 H270AS 3.9 26.1 0.03 -0.06 -0.00 -2.01 0.19 -0.02 0.06 Eq. 6.61 1.000 0.952 36.00 35.92 35.92 20.78 20.78 -1.1 0.0 1.6 1.1 -0.2 00050050 *D0005 *D0050 ~PF3 H270AS 3.9 26.1 0.03 -0.06 0.00 -1.98 -0.19 -0.02 0.06 Eq. 6.61 1.000 0.952 36.00 35.92 35.92 20.78 20.78 -1.0 0.0 -1.6 -1.1 -0.2 00070022 *D0022 *D0007 ~PF3 H270AS 3.9 26.1 100.00 -0.07 -0.00 -1.93 0.19 0.02 0.06 Eq. 6.61 1.000 0.952 36.00 35.92 35.92 20.78 20.78 -1.3 -0.0 -1.6 1.1 0.2 00110050 *D0050 *D0011 ~PF3 H270AS 3.9 26.1 100.00 -0.06 0.00 -1.95 -0.19 0.02 0.06 Eq. 6.61 1.000 0.952 36.00 35.92 35.92 20.78 20.78 -1.2 -0.0 1.6 -1.1 0.2 09010941 *D0901 *D0941 ~PT1 H090AS 5.3 5.3 0.00 0.10 9.75 0.29 0.99 0.99 0.22 Eq. 13.3.2-1 1.000 1.000 34.29 44.97 44.97 19.79 19.79 3.6 140.3 -4.2 -0.6 -6.4 09010945 *D0945 *D0901 ~PT1 H270AS 5.2 5.2 50.00 1.01 0.01 0.23 -0.00 0.00 0.03 Eq. 13.3.2-1 1.000 1.000 34.29 44.97 44.97 19.79 19.79 37.2 0.2 -3.2 -0.0 0.0 09030945 *D0903 *D0945 ~PT1 H270AS 5.3 5.3 50.00 0.70 0.01 0.23 -0.00 -0.00 0.03 Eq. 13.3.2-1 1.000 1.000 34.29 44.97 44.97 19.79 19.79 25.6 0.2 -3.4 -0.0 -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 * * Structural Post Processing Standard Elements * * * *************************************************************************************************************** +++ L R F D 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 ---/ ISO Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 09030949 *D0949 *D0903 ~PT1 H090AS 5.3 5.3 50.00 -0.59 0.01 -0.23 -0.00 0.00 0.02 Eq. 13.3.2-3 1.176 1.176 30.48 44.97 44.97 19.79 19.79 -21.6 0.2 3.4 -0.0 0.0 09050941 *D0941 *D0905 ~PT1 H270AS 5.3 5.3 100.00 0.12 9.20 -0.03 -1.00 -1.00 0.21 Eq. 13.3.2-1 1.000 1.000 34.29 44.97 44.97 19.79 19.79 4.5 132.4 0.5 0.3 6.1 09050945 *D0905 *D0945 ~PT1 H090AS 5.3 5.3 50.00 0.84 0.01 0.23 -0.00 -0.00 0.03 Eq. 13.3.2-1 1.000 1.000 34.29 44.97 44.97 19.79 19.79 30.7 0.2 -3.4 -0.0 -0.0 09070945 *D0945 *D0907 ~PT1 H045AS 5.2 5.2 50.00 0.63 0.00 0.32 -0.00 0.00 0.03 Eq. 13.3.2-1 1.000 1.000 34.29 44.97 44.97 19.79 19.79 23.2 0.0 -4.6 -0.0 0.0 09070949 *D0907 *D0949 ~PT1 H270AC 5.3 5.3 50.00 -0.56 0.01 -0.23 -0.00 -0.00 0.02 Eq. 13.3.2-3 1.176 1.176 30.48 44.97 44.97 19.79 19.79 -20.5 0.2 3.4 -0.0 -0.0 09310943 *D0931 *D0943 ~PT1 H090AS 5.5 5.5 0.00 0.27 4.34 -0.66 0.96 0.96 0.11 Eq. 13.3.2-1 1.000 1.000 34.29 44.97 44.97 19.79 19.79 9.8 62.5 9.5 0.8 -1.1 09350943 *D0943 *D0935 ~PT1 H090AS 5.6 5.6 50.00 0.70 0.01 0.26 -0.00 0.00 0.03 Eq. 13.3.2-1 1.000 1.000 34.29 44.97 44.97 19.79 19.79 25.8 0.2 -3.7 -0.0 0.0 09350947 *D0935 *D0947 ~PT1 H270AS 5.4 5.4 50.00 0.49 0.01 -0.24 -0.00 -0.00 0.02 Eq. 13.3.2-1 1.000 1.000 34.29 44.97 44.97 19.79 19.79 18.0 0.2 3.5 -0.0 -0.0 09390947 *D0947 *D0939 ~PT1 H135AS 5.6 5.6 50.00 0.48 0.01 0.37 -0.00 -0.00 0.02 Eq. 13.3.2-1 1.000 1.000 34.29 44.97 44.97 19.79 19.79 17.5 0.1 -5.3 -0.0 -0.0 09430951 *D0943 *D0951 ~PT1 H270AS 5.6 5.6 100.00 0.20 4.41 -0.66 0.74 0.74 0.10 Eq. 13.3.2-1 1.000 1.000 34.29 44.97 44.97 19.79 19.79 7.2 63.4 9.5 -0.8 1.2 09430955 *D0955 *D0943 ~PT1 H270AS 5.4 5.4 50.00 0.82 0.01 0.24 -0.00 0.00 0.03 Eq. 13.3.2-1 1.000 1.000 34.29 44.97 44.97 19.79 19.79 30.1 0.2 -3.5 -0.0 0.0 09470955 *D0947 *D0955 ~PT1 H270AS 5.6 5.6 50.00 0.52 0.01 0.26 -0.00 -0.00 0.02 Eq. 13.3.2-1 1.000 1.000 34.29 44.97 44.97 19.79 19.79 19.0 0.2 -3.7 -0.0 -0.0 09470959 *D0959 *D0947 ~PT1 S225AS 5.5 5.5 50.00 0.44 0.01 0.36 0.00 -0.00 0.02 Eq. 13.3.2-1 1.000 1.000 34.29 44.97 44.97 19.79 19.79 16.1 0.1 -5.1 0.0 -0.0 09010911 *D0901 *D0911 ~PT2 H045AC 5.0 5.0 50.00 -0.18 0.00 -0.31 -0.00 -0.00 0.01 Eq. 13.3.2-3 1.176 1.176 30.48 44.90 44.90 19.79 19.79 -6.4 0.0 4.2 -0.0 -0.0 09010915 *D0901 *D0915 ~PT2 H270AC 5.0 5.0 50.00 -0.72 0.01 -0.23 -0.00 -0.00 0.03 Eq. 13.3.2-3 1.176 1.176 30.48 44.90 44.90 19.79 19.79 -25.1 0.1 3.2 -0.0 -0.0 09030915 *D0915 *D0903 ~PT2 H090AS 5.0 5.0 50.00 0.96 0.01 0.23 0.00 -0.00 0.03 Eq. 13.3.2-1 \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 Standard Elements * * * *************************************************************************************************************** +++ L R F D 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 ---/ ISO Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 09030915 *D0915 *D0903 ~PT2 H090AS 1.000 1.000 34.29 44.90 44.90 19.79 19.79 33.5 0.1 -3.2 0.0 -0.0 09030918 *D0918 *D0903 ~PT2 H270AS 5.0 5.0 100.00 -0.41 3.80 -0.81 -0.07 0.16 0.10 Eq. 13.3.2-3 1.176 1.176 30.48 44.90 44.90 19.79 19.79 -14.3 52.4 11.1 -1.2 2.8 09050971 *D0905 *D0971 ~PT2 H090AS 5.0 5.0 50.00 -0.31 0.01 -0.23 0.00 0.00 0.02 Eq. 13.3.2-3 1.176 1.176 30.48 44.90 44.90 19.79 19.79 -10.8 0.1 3.2 0.0 0.0 09050975 *D0975 *D0905 ~PT2 H270AS 5.0 5.0 50.00 0.86 0.01 0.23 0.00 -0.00 0.03 Eq. 13.3.2-1 1.000 1.000 34.29 44.90 44.90 19.79 19.79 30.0 0.1 -3.2 0.0 -0.0 09070978 *D0907 *D0978 ~PT2 H090AS 5.0 5.0 0.00 -0.27 3.35 0.14 -0.18 -0.20 0.08 Eq. 13.3.2-3 1.176 1.176 30.48 44.90 44.90 19.79 19.79 -9.4 46.1 -1.9 0.2 -2.7 09130931 *D0913 *D0931 ~PT2 H135AS 5.3 5.3 50.00 0.42 0.01 -0.34 0.00 0.00 0.02 Eq. 13.3.2-1 1.000 1.000 34.29 44.90 44.90 19.79 19.79 14.7 0.1 4.7 0.0 0.0 09130935 *D0935 *D0913 ~PT2 H270AS 5.2 5.2 50.00 0.58 0.01 0.25 0.00 0.00 0.02 Eq. 13.3.2-1 1.000 1.000 34.29 44.90 44.90 19.79 19.79 20.2 0.2 -3.4 0.0 0.0 09170935 *D0917 *D0935 ~PT2 H270AS 5.3 5.3 50.00 0.63 0.01 0.26 0.00 0.00 0.02 Eq. 13.3.2-1 1.000 1.000 34.29 44.90 44.90 19.79 19.79 22.1 0.2 -3.5 0.0 -0.0 09170939 *D0917 *D0939 ~PT2 H090AS 5.3 5.3 100.00 0.43 2.23 1.26 0.46 0.46 0.07 Eq. 13.3.2-1 1.000 1.000 34.29 44.90 44.90 19.79 19.79 15.0 30.7 -17.3 0.4 -0.9 09510973 *D0951 *D0973 ~PT2 H225AS 5.3 5.3 50.00 0.35 0.01 -0.34 0.00 0.00 0.02 Eq. 13.3.2-1 1.000 1.000 34.29 44.90 44.90 19.79 19.79 12.3 0.1 4.7 0.0 -0.0 09550973 *D0955 *D0973 ~PT2 H090AS 5.3 5.3 50.00 0.48 0.01 -0.26 0.00 0.00 0.02 Eq. 13.3.2-1 1.000 1.000 34.29 44.90 44.90 19.79 19.79 16.7 0.2 3.5 0.0 0.0 09590977 *D0959 *D0977 ~PT2 H270AS 4.8 4.8 100.00 0.62 4.67 0.64 0.61 0.61 0.12 Eq. 13.3.2-1 1.000 1.000 34.29 44.90 44.90 19.79 19.79 21.6 64.3 -8.8 0.7 2.4 07060726 *D0706 *D0726 ~SC0 H090AC 28.3 144.3 0.00 -0.00 -0.00 -4.93 -0.19 -0.20 0.13 Eq. 6.61 2.257 0.279 36.00 35.97 35.97 20.78 20.78 -0.0 -0.0 -6.4 -1.3 -1.2 07090729 *D0709 *D0729 ~SC0 H090AS 28.3 144.3 0.00 -0.00 -0.01 -5.55 -0.20 -0.08 0.15 Eq. 6.61 2.257 0.279 36.00 35.99 35.99 20.78 20.78 -0.0 0.1 -7.3 -1.4 -1.3 07300731 *D0730 *D0731 ~SC1 H315AC 28.3 24.0 0.01 -1.60 -4.82 -11.94 -0.25 -0.74 0.54 Eq. 6.62 1.304 0.957 36.00 35.91 35.91 20.78 20.78 -32.2 -62.0 -15.6 -1.8 -6.5 07310732 *D0732 *D0731 ~SC1 H135AS 28.3 24.0 0.01 -1.33 -5.37 -13.20 0.23 0.91 0.59 Eq. 6.62 1.306 0.959 36.00 35.93 35.93 20.78 20.78 \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 * * * *************************************************************************************************************** +++ L R F D 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 ---/ ISO Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 07310732 *D0732 *D0731 ~SC1 H135AS -26.7 -69.0 17.3 1.6 7.9 07360737 *D0736 *D0737 ~SC1 H135AC 28.3 24.0 0.01 -1.10 -3.41 -12.00 -0.20 -1.05 0.48 Eq. 6.62 1.307 0.960 36.00 35.93 35.93 20.78 20.78 -22.1 -43.9 -15.7 -1.4 -9.1 07370738 *D0738 *D0737 ~SC1 H225AS 28.3 24.0 0.01 -1.25 -5.54 -11.72 -0.20 0.95 0.55 Eq. 6.62 1.306 0.959 36.00 35.93 35.93 20.78 20.78 -25.1 -71.2 -15.3 -1.4 8.2 00170741 *D0017 *D0741 ~SC2 H270AS 28.3 48.1 0.01 0.77 26.70 0.96 0.16 -5.38 0.69 Eq. 6.41 1.000 1.000 36.00 40.78 56.28 20.78 20.78 15.5 343.2 -1.3 -0.1 -47.8 00170771 *D0771 *D0017 ~SC2 H090AC 28.3 24.0 100.00 -0.65 -22.64 -0.96 -0.21 -2.43 0.66 Eq. 6.62 0.973 0.962 36.00 35.90 35.90 20.78 20.78 -13.1 -291.0 -1.3 -0.9 -19.9 07010706 *D0701 *D0706 ~SC2 H135AC 1.3 6.4 0.08 -0.37 -1.34 -16.82 -1.14 -1.67 0.52 Eq. 6.61 1.020 1.000 36.00 35.89 35.89 20.78 20.78 -7.4 17.3 -22.0 -8.1 -14.9 07020704 *D0702 *D0704 ~SC2 H090AC 18.9 96.2 100.00 -0.32 -20.79 -0.43 -0.00 -3.51 0.61 Eq. 6.61 1.015 0.490 36.00 35.76 35.76 20.78 20.78 -6.5 -267.2 -0.6 -0.0 -30.5 07020706 *D0706 *D0702 ~SC2 H090AS 15.4 78.5 100.00 0.29 19.50 0.62 -0.07 2.30 0.49 Eq. 6.41 1.000 1.000 36.00 41.03 56.63 20.78 20.78 5.9 250.6 0.8 -0.2 20.4 07030711 *D0703 *D0711 ~SC2 H090AC 11.9 60.9 100.00 -0.16 -14.95 -1.19 -0.19 -2.11 0.46 Eq. 6.61 1.020 0.733 36.00 35.84 35.84 20.78 20.78 -3.2 -192.2 -1.6 -0.4 -17.2 07040709 *D0709 *D0704 ~SC2 H090AC 15.4 78.5 100.00 -0.46 -19.22 -0.52 0.01 -1.71 0.57 Eq. 6.61 1.019 0.605 36.00 35.93 35.93 20.78 20.78 -9.2 -247.0 -0.7 0.0 -14.9 07050709 *D0705 *D0709 ~SC2 H045AC 1.3 6.4 0.08 -0.85 -1.83 -16.10 -1.62 -2.70 0.53 Eq. 6.61 1.020 0.999 36.00 35.75 35.75 20.78 20.78 -17.2 23.5 -21.1 -11.5 -21.5 07070771 *D0707 *D0771 ~SC2 H090AC 11.9 60.9 100.00 -0.73 -16.59 -0.91 -0.05 -2.72 0.52 Eq. 6.61 1.018 0.727 36.00 35.79 35.79 20.78 20.78 -14.6 -213.3 -1.2 -0.3 -23.6 07110721 *D0721 *D0711 ~SC2 H270AS 28.3 24.0 0.02 0.35 21.42 0.88 0.10 -1.75 0.55 Eq. 6.41 1.000 1.000 36.00 41.10 56.73 20.78 20.78 7.0 -275.3 -1.1 -0.6 -15.8 07210741 *D0741 *D0721 ~SC2 H270AC 28.3 48.1 100.00 -0.17 -24.01 -0.75 -0.20 -4.68 0.68 Eq. 6.61 0.976 0.819 36.00 35.68 35.68 20.78 20.78 -3.5 -308.6 -1.0 -0.2 -39.4 07030713 *D0703 *D0713 ~SC3 H135AS 46.3 46.3 0.01 -1.29 9.88 1.03 -0.70 -0.71 0.27 Eq. 13.3.2-3 1.163 1.163 27.49 43.89 43.89 19.25 19.25 -15.3 24.6 -2.6 -0.3 -2.8 07070773 *D0707 *D0773 ~SC3 H225AS 46.3 46.3 0.01 -1.40 10.61 1.22 0.60 -0.65 0.29 Eq. 13.3.2-3 1.162 1.162 27.49 43.89 43.89 19.25 19.25 -16.6 26.4 -3.0 -0.4 -2.9 \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 * * * *************************************************************************************************************** +++ L R F D 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 ---/ ISO Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 07300736 *D0730 *D0736 ~SC4 H270AC 44.6 48.5 100.00 -0.36 -0.97 -15.27 -0.11 0.75 0.41 Eq. 6.61 0.881 0.815 36.00 35.98 35.98 20.78 20.78 -13.0 -28.8 -43.8 -1.5 11.7 07320738 *D0732 *D0738 ~SC4 H270AC 44.6 48.5 0.00 -0.32 -0.70 -14.05 -0.14 -1.61 0.37 Eq. 6.61 0.882 0.815 36.00 35.89 35.89 20.78 20.78 -11.5 -20.6 -40.3 -1.8 -25.0 07110712 *D0712 *D0711 ~SC5 H090AS 5.6 35.7 100.00 -0.08 1.08 1.09 -0.18 0.45 0.07 Eq. 6.61 1.099 0.897 36.00 35.75 35.75 20.78 20.78 -1.0 7.3 -0.6 0.3 3.7 07120713 *D0713 *D0712 ~SC5 H270AC 11.2 71.3 0.01 -0.44 -2.96 -0.32 -0.02 -0.17 0.14 Eq. 6.61 1.424 0.656 36.00 35.98 35.98 20.78 20.78 -5.7 -20.1 0.2 -0.1 -1.1 07130714 *D0714 *D0713 ~SC5 H270AS 11.2 71.3 0.01 -0.21 -2.18 -5.61 0.24 -0.22 0.25 Eq. 6.61 1.425 0.659 36.00 35.98 35.98 20.78 20.78 -2.8 -14.8 3.0 1.0 -1.8 07130723 *D0723 *D0713 ~SC5 H090AS 5.6 35.7 0.02 -0.82 -2.97 -3.13 -0.23 0.30 0.20 Eq. 6.61 1.099 0.892 36.00 35.95 35.95 20.78 20.78 -10.7 -20.2 -1.7 -0.9 2.2 07140715 *D0715 *D0714 ~SC5 H270AS 5.6 35.7 100.00 -0.13 -2.18 -11.46 -0.78 -0.38 0.39 Eq. 6.61 1.099 0.897 36.00 35.96 35.96 20.78 20.78 -1.6 -14.8 6.1 -3.1 -3.8 07230743 *D0743 *D0723 ~SC5 H090AS 11.2 71.3 100.00 -0.31 -2.55 -0.95 -0.05 0.30 0.14 Eq. 6.61 1.424 0.658 36.00 35.94 35.94 20.78 20.78 -4.0 -17.3 -0.5 0.1 2.1 07430763 *D0763 *D0743 ~SC5 H270AC 11.2 71.3 0.01 -0.32 -2.52 -0.87 -0.04 -0.37 0.13 Eq. 6.61 1.424 0.658 36.00 35.90 35.90 20.78 20.78 -4.2 -17.2 -0.5 -0.1 -2.1 07630773 *D0773 *D0763 ~SC5 H270AS 5.6 35.7 0.02 -0.89 -2.77 -3.18 0.21 -0.43 0.20 Eq. 6.61 1.098 0.891 36.00 35.93 35.93 20.78 20.78 -11.6 -18.8 1.7 0.9 -3.0 07710772 *D0772 *D0771 ~SC5 H270AC 5.6 35.7 0.02 -0.06 -1.48 -0.11 -0.30 -0.25 0.05 Eq. 6.61 1.099 0.897 36.00 35.83 35.83 20.78 20.78 -0.7 -10.1 -0.1 -0.0 -0.1 07720773 *D0773 *D0772 ~SC5 H090AC 11.2 71.3 0.01 -0.46 -3.49 -0.73 -0.12 -0.33 0.17 Eq. 6.61 1.424 0.656 36.00 35.94 35.94 20.78 20.78 -6.0 -23.7 -0.4 -0.5 -2.0 07730774 *D0774 *D0773 ~SC5 H270AS 11.2 71.3 0.01 -0.29 -2.35 -5.56 0.24 -0.31 0.26 Eq. 6.61 1.424 0.658 36.00 35.98 35.98 20.78 20.78 -3.7 -16.0 3.0 1.0 -1.6 07740775 *D0775 *D0774 ~SC5 H270AS 5.6 35.7 100.00 -0.17 2.35 11.50 -0.78 -0.83 0.40 Eq. 6.61 1.099 0.896 36.00 35.94 35.94 20.78 20.78 -2.2 -16.0 6.1 -3.1 -4.2 07120722 *D0722 *D0712 ~SC6 H090AC 8.1 43.3 0.02 -0.67 -4.36 -3.17 -0.17 -1.17 0.25 Eq. 6.61 1.173 0.845 36.00 35.80 35.80 20.78 20.78 -4.3 -10.5 -0.7 -0.4 -3.2 07140724 *D0724 *D0714 ~SC6 H090AS 8.1 43.3 0.02 -0.48 -5.48 -10.82 -0.66 1.09 0.49 Eq. 6.61 \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 * * * *************************************************************************************************************** +++ L R F D 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 ---/ ISO Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 07140724 *D0724 *D0714 ~SC6 H090AS 1.174 0.847 36.00 35.94 35.94 20.78 20.78 -3.1 -13.2 -2.5 -1.5 3.3 07150725 *D0725 *D0715 ~SC6 H270AC 8.1 43.3 100.00 -0.22 -10.32 -16.29 -0.58 -0.59 0.80 Eq. 6.61 1.174 0.849 36.00 35.99 35.99 20.78 20.78 -1.4 -24.9 -3.8 -1.3 -1.4 07220742 *D0742 *D0722 ~SC6 H270AS 16.3 86.7 100.00 -0.15 -6.31 -0.19 -0.10 1.02 0.30 Eq. 6.61 1.625 0.554 36.00 35.78 35.78 20.78 20.78 -1.0 -15.2 -0.0 -0.0 3.0 07240744 *D0744 *D0724 ~SC6 H270AS 16.3 86.7 100.00 -0.41 -3.47 -2.25 0.06 0.57 0.23 Eq. 6.61 1.624 0.550 36.00 35.92 35.92 20.78 20.78 -2.7 -8.4 -0.5 0.1 1.7 07250745 *D0745 *D0725 ~SC6 H090AC 16.3 86.7 0.01 -0.01 -4.61 -5.10 -0.12 -0.58 0.35 Eq. 6.61 1.626 0.556 36.00 35.97 35.97 20.78 20.78 -0.1 -11.1 -1.2 -0.3 -1.6 07420762 *D0762 *D0742 ~SC6 H270AS 16.3 86.7 0.01 -0.27 -6.82 0.03 -0.09 -1.23 0.32 Eq. 6.61 1.624 0.552 36.00 35.75 35.75 20.78 20.78 -1.7 16.5 -0.0 0.0 -3.3 07440764 *D0764 *D0744 ~SC6 H090AC 16.3 86.7 0.01 -0.40 -3.21 -2.13 -0.06 -0.61 0.22 Eq. 6.61 1.624 0.550 36.00 35.89 35.89 20.78 20.78 -2.6 -7.8 -0.5 -0.1 -1.7 07450765 *D0765 *D0745 ~SC6 H270AC 16.3 86.7 100.00 -0.00 4.53 5.46 -0.10 -0.78 0.36 Eq. 6.61 1.626 0.556 36.00 35.94 35.94 20.78 20.78 -0.0 -10.9 -1.3 -0.2 -2.2 07620772 *D0772 *D0762 ~SC6 H270AS 8.1 43.3 100.00 -0.67 -5.29 -2.98 0.16 1.32 0.28 Eq. 6.61 1.173 0.845 36.00 35.78 35.78 20.78 20.78 -4.4 12.8 -0.7 0.4 3.6 07640774 *D0774 *D0764 ~SC6 H270AC 8.1 43.3 100.00 -0.43 -4.94 -10.83 -0.43 -1.08 0.47 Eq. 6.61 1.174 0.847 36.00 35.95 35.95 20.78 20.78 -2.8 -11.9 -2.5 -1.0 -2.9 07650775 *D0775 *D0765 ~SC6 H090AC 8.1 43.3 0.02 -0.20 -9.53 -15.16 -0.73 -1.99 0.74 Eq. 6.61 1.174 0.849 36.00 35.93 35.93 20.78 20.78 -1.3 -23.0 -3.5 -1.7 -5.5 00170762 *D0762 *D0017 ~SC7 H270AS 8.1 43.3 0.02 -0.86 -7.85 -0.06 -0.04 2.91 0.29 Eq. 6.61 1.173 0.844 36.00 35.04 35.04 20.78 20.78 -5.6 -19.0 -0.0 0.0 8.3 07210722 *D0722 *D0721 ~SC7 H090AS 8.1 43.3 100.00 -0.93 -6.83 -1.10 0.07 3.02 0.29 Eq. 6.61 1.173 0.843 36.00 34.98 34.98 20.78 20.78 -6.0 16.5 -0.3 0.2 8.5 07220723 *D0723 *D0722 ~SC7 H090AC 16.3 86.7 100.00 -0.63 -4.90 -2.87 -0.09 -0.28 0.32 Eq. 6.61 1.622 0.546 36.00 35.98 35.98 20.78 20.78 -4.1 -11.8 -0.7 -0.2 -0.8 07220791 *D0722 *D0791 ~SC7 H090AC 8.8 46.8 100.00 -0.50 -6.35 -0.12 -0.07 -0.97 0.23 Eq. 6.61 1.205 0.824 36.00 35.82 35.82 20.78 20.78 -3.2 -15.3 -0.0 -0.1 -2.6 07230724 *D0724 *D0723 ~SC7 H090AC 16.3 86.7 0.01 -0.25 -2.31 -2.75 -0.19 -0.56 0.19 Eq. 6.61 1.624 0.552 36.00 35.89 35.89 20.78 20.78 \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 * * * *************************************************************************************************************** +++ L R F D 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 ---/ ISO Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 07230724 *D0724 *D0723 ~SC7 H090AC -1.6 -5.6 -0.6 -0.4 -1.5 07230791 *D0723 *D0791 ~SC7 H090AC 8.8 46.8 100.00 -0.22 -6.49 -0.79 -0.03 -1.03 0.25 Eq. 6.61 1.205 0.827 36.00 35.83 35.83 20.78 20.78 -1.4 -15.7 -0.2 -0.0 -2.8 07230793 *D0723 *D0793 ~SC7 H090AC 8.8 46.8 100.00 -1.02 -2.90 -1.25 -0.07 -0.25 0.16 Eq. 6.61 1.204 0.820 36.00 35.95 35.95 20.78 20.78 -6.6 -7.0 -0.3 -0.2 -0.7 07240725 *D0725 *D0724 ~SC7 H270AS 8.1 43.3 100.00 -0.23 -2.82 -17.77 -0.98 -0.56 0.59 Eq. 6.61 1.174 0.849 36.00 35.97 35.97 20.78 20.78 -1.5 -6.8 4.1 -2.2 -1.8 07240793 *D0724 *D0793 ~SC7 H090AC 8.8 46.8 100.00 -0.71 -5.58 -0.31 -0.03 -0.54 0.22 Eq. 6.61 1.204 0.823 36.00 35.93 35.93 20.78 20.78 -4.6 -13.5 -0.1 -0.0 -1.4 07410742 *D0742 *D0741 ~SC7 S045AC 8.1 43.3 0.02 -0.17 -2.05 -0.76 -0.09 0.17 0.09 Eq. 6.61 1.174 0.849 36.00 35.96 35.96 20.78 20.78 -1.1 -5.0 -0.2 -0.1 0.7 07420743 *D0743 *D0742 ~SC7 S045AC 16.3 86.7 0.01 -0.28 -0.88 -0.74 -0.06 -0.05 0.07 Eq. 6.61 1.624 0.552 36.00 35.98 35.98 20.78 20.78 -1.8 -2.1 -0.2 -0.1 -0.1 07420791 *D0742 *D0791 ~SC7 H270AC 8.8 46.8 100.00 -0.16 -7.42 -0.42 0.00 -0.81 0.27 Eq. 6.61 1.205 0.827 36.00 35.91 35.91 20.78 20.78 -1.0 -17.9 -0.1 0.0 -2.3 07420795 *D0742 *D0795 ~SC7 H090AC 8.8 46.8 100.00 -0.28 -6.16 -0.12 -0.04 -0.65 0.22 Eq. 6.61 1.205 0.826 36.00 35.91 35.91 20.78 20.78 -1.8 -14.9 -0.0 -0.1 -1.8 07430744 *D0744 *D0743 ~SC7 S045AC 16.3 86.7 0.01 -0.10 -0.56 -1.66 -0.07 -0.26 0.07 Eq. 6.61 1.625 0.555 36.00 35.88 35.88 20.78 20.78 -0.6 1.3 -0.4 -0.2 -0.7 07430791 *D0743 *D0791 ~SC7 H090AS 8.8 46.8 100.00 -0.43 -6.40 -0.23 0.02 0.90 0.23 Eq. 6.61 1.205 0.825 36.00 35.85 35.85 20.78 20.78 -2.8 -15.5 -0.1 0.0 2.5 07430793 *D0743 *D0793 ~SC7 H090AS 8.8 46.8 100.00 -0.68 -5.39 -0.63 -0.03 -0.64 0.22 Eq. 6.61 1.204 0.823 36.00 35.91 35.91 20.78 20.78 -4.4 -13.0 0.1 -0.1 -1.8 07430795 *D0743 *D0795 ~SC7 H270AC 8.8 46.8 100.00 -0.38 -6.51 -0.04 -0.02 -0.87 0.23 Eq. 6.61 1.205 0.825 36.00 35.86 35.86 20.78 20.78 -2.5 -15.7 -0.0 -0.0 -2.4 07430797 *D0743 *D0797 ~SC7 H270AC 8.8 46.8 100.00 -0.60 -4.73 -0.59 -0.01 -0.56 0.19 Eq. 6.61 1.204 0.824 36.00 35.91 35.91 20.78 20.78 -3.9 -11.4 -0.1 0.0 -1.5 07440745 *D0745 *D0744 ~SC7 H270AS 8.1 43.3 100.00 -0.00 -0.55 -14.19 -0.72 -0.09 0.41 Eq. 6.61 1.175 0.851 36.00 35.98 35.98 20.78 20.78 -0.0 -1.3 3.3 -1.7 -0.3 07440793 *D0744 *D0793 ~SC7 H090AC 8.8 46.8 0.02 -0.97 -0.99 -3.07 -0.13 -0.46 0.15 Eq. 6.61 1.204 0.820 36.00 35.89 35.89 20.78 20.78 -6.3 -2.4 -0.7 -0.3 -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 * * * *************************************************************************************************************** +++ L R F D 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 ---/ ISO Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 07440797 *D0744 *D0797 ~SC7 H270AS 8.8 46.8 0.02 -1.00 -1.03 -3.22 0.13 0.46 0.15 Eq. 6.61 1.204 0.820 36.00 35.89 35.89 20.78 20.78 -6.5 -2.5 0.8 0.3 1.2 07620763 *D0763 *D0762 ~SC7 H090AC 16.3 86.7 100.00 -0.33 -5.63 -2.59 -0.09 -0.29 0.34 Eq. 6.61 1.624 0.551 36.00 35.99 35.99 20.78 20.78 -2.1 -13.6 -0.6 -0.2 -0.8 07620795 *D0762 *D0795 ~SC7 H270AC 8.8 46.8 100.00 -0.45 -6.46 -0.44 -0.11 -0.97 0.24 Eq. 6.61 1.205 0.825 36.00 35.83 35.83 20.78 20.78 -2.9 -15.6 -0.1 0.0 -2.5 07630764 *D0764 *D0763 ~SC7 H090AC 16.3 86.7 0.01 -0.15 -2.09 -2.99 -0.19 -0.48 0.18 Eq. 6.61 1.625 0.554 36.00 35.91 35.91 20.78 20.78 -1.0 -5.0 -0.7 -0.4 -1.3 07630795 *D0763 *D0795 ~SC7 H090AC 8.8 46.8 100.00 -0.29 -5.67 -0.71 -0.04 -0.99 0.22 Eq. 6.61 1.205 0.826 36.00 35.80 35.80 20.78 20.78 -1.9 -13.7 -0.2 -0.0 -2.7 07630797 *D0763 *D0797 ~SC7 H270AS 8.8 46.8 100.00 -1.04 -2.98 -1.30 -0.06 0.35 0.16 Eq. 6.61 1.203 0.820 36.00 35.93 35.93 20.78 20.78 -6.7 -7.2 0.3 -0.1 1.0 07640765 *D0765 *D0764 ~SC7 H090AC 8.1 43.3 100.00 -0.22 -3.03 -16.73 -0.73 -0.73 0.57 Eq. 6.61 1.174 0.849 36.00 35.97 35.97 20.78 20.78 -1.4 -7.3 -3.9 -1.7 -1.9 07640797 *D0764 *D0797 ~SC7 H090AC 8.8 46.8 100.00 -0.94 -4.59 -0.30 -0.05 -0.51 0.19 Eq. 6.61 1.204 0.821 36.00 35.90 35.90 20.78 20.78 -6.1 -11.1 -0.1 -0.0 -1.3 07160726 *D0716 *D0726 ~SC8 H270AS 2.7 14.8 100.00 0.03 0.00 0.00 0.00 0.17 0.01 Eq. 6.19 1.000 1.000 36.00 34.62 47.71 20.78 20.78 1.1 3.6 -0.1 0.0 2.6 07170718 *D0717 *D0718 ~SC8 H225AC 44.6 24.2 100.00 -0.17 -5.64 -2.18 0.03 0.02 0.21 Eq. 6.62 0.883 0.963 36.00 36.00 36.00 20.78 20.78 -6.1 -166.9 -6.3 -0.4 -0.1 07170726 *D0726 *D0717 ~SC8 H045AC 36.4 19.8 100.00 -0.12 -4.82 -0.80 -0.04 -0.44 0.16 Eq. 6.62 0.922 0.988 36.00 35.95 35.95 20.78 20.78 -4.4 -142.7 -2.3 -0.5 -7.0 07180719 *D0718 *D0719 ~SC8 H135AC 44.6 24.2 0.01 -0.15 -5.66 -2.15 -0.12 -0.06 0.21 Eq. 6.62 0.883 0.963 36.00 36.00 36.00 20.78 20.78 -5.5 -167.7 -6.2 -1.6 -0.2 07190729 *D0719 *D0729 ~SC8 H045AC 36.4 19.8 0.01 -0.16 -4.83 -0.73 -0.06 0.15 0.16 Eq. 6.62 0.922 0.988 36.00 35.99 35.99 20.78 20.78 -5.9 -143.1 -2.1 -0.3 2.9 07200729 *D0729 *D0720 ~SC8 H090AS 2.7 14.8 0.03 0.03 0.00 0.00 -0.00 -0.17 0.01 Eq. 6.19 1.000 1.000 36.00 34.58 47.66 20.78 20.78 1.1 3.6 -0.1 -0.0 -2.6 07060718 *D0718 *D0706 ~SD0 H270AC 9.3 50.4 100.00 -3.41 -1.79 0.81 0.30 0.03 0.19 Eq. 6.61 1.469 0.774 36.00 35.66 35.66 20.78 20.78 -15.3 -2.0 -0.1 -0.0 -0.3 07090718 *D0718 *D0709 ~SD0 H270AS 9.3 50.4 0.00 -4.56 -1.55 -1.37 0.38 0.34 0.23 Eq. 6.61 \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 * * * *************************************************************************************************************** +++ L R F D 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 ---/ ISO Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 07090718 *D0718 *D0709 ~SD0 H270AS 1.466 0.763 36.00 35.39 35.39 20.78 20.78 -20.5 -1.7 0.1 0.0 0.3 07010833 *D0701 *D0833 ~SD1 H135AS 29.3 39.1 0.00 -13.32 5.73 2.14 -0.18 -0.19 0.61 Eq. 13.3.2-3 1.121 1.078 28.11 44.45 44.45 19.25 19.25 -478.5 62.5 -23.3 -2.6 -3.0 07050853 *D0705 *D0853 ~SD1 H225AS 39.1 39.1 0.00 -13.61 5.84 -2.50 0.21 -0.21 0.63 Eq. 13.3.2-3 1.075 1.075 28.11 44.45 44.45 19.25 19.25 -489.0 63.6 27.2 3.0 -3.0 07030837 *D0703 *D0837 ~SD2 H045AC 33.1 44.2 0.00 -13.16 -2.80 4.62 -0.53 -0.53 0.60 Eq. 13.3.2-3 1.107 1.052 27.68 43.96 43.96 19.25 19.25 -279.2 -16.1 -26.6 -3.5 -0.9 07070857 *D0707 *D0857 ~SD2 H315AC 44.2 44.2 0.00 -13.50 -3.12 3.44 -0.43 -0.43 0.59 Eq. 13.3.2-3 1.048 1.048 27.68 43.96 43.96 19.25 19.25 -286.2 -18.0 -19.8 -2.6 -0.9 04010501 *D0401 *D0501 ~SUC H090AC 2.6 2.6 100.00 -9.59 -2.03 4.63 -1.53 -1.08 0.43 Eq. 13.3.2-3 1.176 1.176 30.50 44.79 44.79 19.79 19.79 -1761.4 -353.3 -807.5 -140.8 -99.3 04030503 *D0403 *D0503 ~SUC H270AS 2.6 2.6 100.00 -8.71 -4.39 -0.27 -0.15 -2.36 0.38 Eq. 13.3.2-3 1.176 1.176 30.50 44.79 44.79 19.79 19.79 -1599.5 -764.5 46.5 -13.8 -216.5 04050505 *D0405 *D0505 ~SUC H270AS 2.6 2.6 100.00 -9.87 -2.10 -4.65 -2.61 -1.12 0.44 Eq. 13.3.2-3 1.176 1.176 30.50 44.79 44.79 19.79 19.79 -1811.8 -365.5 810.5 -239.4 -102.7 04070507 *D0407 *D0507 ~SUC H090AC 2.6 2.6 100.00 -10.00 -5.18 0.35 -0.13 -2.78 0.44 Eq. 13.3.2-3 1.176 1.176 30.50 44.79 44.79 19.79 19.79 -1835.7 -902.6 -61.5 -7.5 -255.8 00100017 *D0017 *D0010 ~SV1 H270AS 71.1 71.1 0.01 9.56 23.09 12.12 -0.37 -0.90 0.58 Eq. 13.3.2-1 1.000 1.000 49.52 67.22 67.22 28.59 28.59 80.3 23.5 -12.3 -1.6 -3.8 07020802 *D0702 *D0802 ~SV1 H090AS 71.1 71.1 0.01 7.41 -20.63 -0.02 0.16 0.81 0.46 Eq. 13.3.2-1 1.000 1.000 49.52 67.22 67.22 28.59 28.59 62.3 -21.0 0.0 0.1 3.4 07040804 *D0704 *D0804 ~SV1 H270AS 71.1 71.1 0.01 7.47 21.00 -0.02 -0.12 -0.82 0.46 Eq. 13.3.2-1 1.000 1.000 49.52 67.22 67.22 28.59 28.59 62.8 21.4 0.0 0.1 -3.4 07150830 *D0715 *D0830 ~SV1 H090AS 71.1 71.1 100.00 0.86 28.82 -0.71 0.49 1.00 0.45 Eq. 13.3.2-1 1.000 1.000 49.52 67.22 67.22 28.59 28.59 7.2 29.4 0.7 -0.3 4.2 07210825 *D0721 *D0825 ~SV1 H270AC 71.1 71.1 100.00 -7.09 -23.23 0.92 -0.32 -0.82 0.56 Eq. 13.3.2-3 1.003 1.003 32.74 67.22 67.22 28.59 28.59 -59.6 -23.7 -0.9 -1.4 -3.4 07300833 *D0730 *D0833 ~SV1 H270AS 71.1 71.1 100.00 2.56 42.57 -2.95 1.55 1.78 0.69 Eq. 13.3.2-1 1.000 1.000 49.52 67.22 67.22 28.59 28.59 21.5 43.4 3.0 -0.5 6.8 07320837 *D0732 *D0837 ~SV1 H270AS 71.1 71.1 100.00 2.92 39.66 -1.13 1.23 1.53 0.65 Eq. 13.3.2-1 1.000 1.000 49.52 67.22 67.22 28.59 28.59 \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 * * Structural Post Processing Standard Elements * * * *************************************************************************************************************** +++ L R F D 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 ---/ ISO Mom AMF % Dist Bending Shear Unity Element /-- Node Names -/ Class Case -Y- -Z- From A Axial -Y- -Z- -Y- -Z- Check Comments -------- -------- -------- -------- -------- ----- ----- ------- -------- -------- -------- ------- ------- ------- ---------------- 07320837 *D0732 *D0837 ~SV1 H270AS 24.6 40.4 1.2 -0.2 6.5 07360853 *D0736 *D0853 ~SV1 H090AS 71.1 71.1 100.00 2.56 -42.96 -3.04 -1.62 -1.84 0.69 Eq. 13.3.2-1 1.000 1.000 49.52 67.22 67.22 28.59 28.59 21.5 -43.8 3.1 -0.5 -6.8 07380857 *D0738 *D0857 ~SV1 H090AS 71.1 71.1 100.00 2.92 -40.00 -1.18 -1.26 -1.55 0.65 Eq. 13.3.2-1 1.000 1.000 49.52 67.22 67.22 28.59 28.59 24.6 -40.7 1.2 -0.2 -6.5 07750870 *D0775 *D0870 ~SV1 H270AS 71.1 71.1 0.01 0.82 30.40 3.85 0.56 -1.19 0.47 Eq. 13.3.2-1 1.000 1.000 49.52 67.22 67.22 28.59 28.59 6.9 31.0 -3.9 -0.4 -5.0 07260806 *D0726 *D0806 ~SV2 H090AS 71.1 71.1 0.01 2.41 -16.16 -0.99 -0.10 0.56 0.29 Eq. 13.3.2-1 1.000 1.000 49.52 67.22 67.22 28.59 28.59 20.2 -16.5 1.0 0.1 2.4 07290809 *D0729 *D0809 ~SV2 H270AS 71.1 71.1 0.01 2.45 17.29 -1.17 0.12 -0.61 0.31 Eq. 13.3.2-1 1.000 1.000 49.52 67.22 67.22 28.59 28.59 20.6 17.6 1.2 0.1 -2.6 00190913 *D0019 *D0913 ~V1 H270AS 33.9 33.9 0.00 -0.39 14.15 -1.65 0.18 -1.14 0.33 Eq. 13.3.2-3 1.174 1.174 28.49 44.58 44.58 19.25 19.25 -23.2 318.4 37.1 5.4 -34.2 08730973 *D0873 *D0973 ~V1 H090AC 33.9 33.9 0.00 -0.98 -16.15 1.21 -0.04 -0.59 0.40 Eq. 13.3.2-3 1.171 1.171 28.49 44.58 44.58 19.25 19.25 -58.7 -363.5 -27.3 -1.1 -17.8 08310931 *D0831 *D0931 ~V2 H270AC 26.3 26.3 100.00 -0.68 -16.96 9.05 -0.32 -1.54 0.45 Eq. 13.3.2-3 1.174 1.174 28.96 44.67 44.67 19.25 19.25 -61.2 -682.7 -364.2 7.1 -68.8 08390939 *D0839 *D0939 ~V2 H270AS 26.3 26.3 0.00 -0.11 -8.13 13.96 -1.38 0.89 0.37 Eq. 13.3.2-3 1.176 1.176 28.96 44.67 44.67 19.25 19.25 -9.5 -327.5 -562.1 -61.7 35.4 08510951 *D0851 *D0951 ~V2 H090AS 26.3 26.3 100.00 -0.62 18.24 8.95 0.92 -1.41 0.48 Eq. 13.3.2-3 1.174 1.174 28.96 44.67 44.67 19.25 19.25 -55.8 734.1 -360.1 41.0 -62.9 08590959 *D0859 *D0959 ~V2 H090AS 26.3 26.3 0.00 -0.11 10.22 13.74 -1.36 -1.02 0.39 Eq. 13.3.2-3 1.176 1.176 28.96 44.67 44.67 19.25 19.25 -10.0 411.4 -553.0 -61.1 -45.6 00360917 *D0036 *D0917 ~V3 H090AS 37.9 37.9 0.00 -0.21 17.29 5.17 -0.39 -1.24 0.41 Eq. 13.3.2-3 1.175 1.175 28.20 44.82 44.82 19.25 19.25 -11.2 309.9 -92.6 -10.3 -33.1 \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 Standard Elements * * * *************************************************************************************************************** +++ S T A N D A R D L R F D 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 ISO 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 -21.6 2.9 -0.6 *D0601 18.000 0.500 36.0 -712.3 21.6 -3.2 0.00 0.00 1.00 419.5 163.6 196.9 1.70 *D0002 *D0605 *D0701 18.000 0.500 36.0 H090AS -21.6 2.9 -0.6 *D0705 18.000 0.500 36.0 -711.4 23.7 -7.2 0.00 0.00 1.00 419.8 163.6 196.9 1.70 *D0004 *D0607 *D0703 18.000 0.500 36.0 H090AS -23.7 3.8 -0.6 *D0603 18.000 0.500 36.0 -767.7 21.4 3.8 0.00 0.00 1.00 397.0 134.3 185.4 1.94 *D0004 *D0607 *D0703 18.000 0.500 36.0 H090AS -23.7 3.8 -0.6 *D0707 18.000 0.500 36.0 -766.7 27.3 -5.0 0.00 0.00 1.00 397.3 134.3 185.4 1.94 *D0601 *D0501 *D0621 48.000 1.250 36.0 H090AC -9.6 -2.9 -6.7 *D0002 18.000 0.500 36.0 -714.9 -3.1 -20.4 0.00 1.00 0.00 625.8 1015.4 620.8 1.14 *D0603 *D0503 *D0623 48.000 1.250 36.0 H090AS -9.3 -5.1 0.4 *D0004 18.000 0.500 36.0 -770.4 13.2 -3.9 0.00 1.00 0.00 634.4 1053.8 633.3 1.21 *D0605 *D0505 *D0625 48.000 1.250 36.0 H270AC -9.9 -3.0 -4.0 *D0002 18.000 0.500 36.0 -723.7 -17.3 -1.4 0.00 1.00 0.00 625.4 1023.9 623.1 1.16 *D0607 *D0507 *D0627 48.000 1.250 36.0 H270AC -10.2 -6.0 -0.5 *D0004 18.000 0.500 36.0 -783.7 -29.1 -3.6 0.00 1.00 0.00 628.1 1026.5 626.0 1.25 *D0707 *D0657 *D0807 42.000 1.250 50.0 H270AC -8.3 -6.2 0.3 *D0010 16.000 0.750 35.0 -894.5 -67.5 -5.3 0.00 1.00 0.00 889.0 1350.3 784.1 1.01 \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 L R F D 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 ISO 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 -9.6 4.8 -3.8 *D0811 16.000 0.500 35.0 -32.1 38.5 -23.7 0.00 1.00 0.00 833.6 1249.6 736.5 0.06 *D0651 *D0641 *D0661 42.000 1.250 50.0 H270AS -9.5 5.9 -4.2 *D0831 20.000 0.500 35.0 -191.5 8.6 -58.1 0.00 1.00 0.00 1134.7 2066.5 1158.5 0.18 *D0655 *D0635 *D0705 42.000 1.250 36.0 H090AC -10.0 -6.4 -2.7 *D0851 20.000 0.500 35.0 -178.0 -12.7 -82.0 0.00 1.00 0.00 796.9 1397.6 811.3 0.25 *D0655 *D0635 *D0705 42.000 1.250 36.0 H090AS -10.0 8.8 -2.7 *D0873 14.000 0.500 35.0 -194.0 23.7 -3.5 0.00 1.00 0.00 635.3 782.7 506.4 0.31 *D0657 *D0637 *D0707 42.000 1.250 36.0 H090AS -10.3 13.4 1.1 *D0877 20.000 0.500 35.0 -363.5 74.7 24.7 0.00 1.00 0.00 830.9 1270.7 809.4 0.44 *D0701 *D0661 *D0801 42.000 1.250 50.0 H270AC -8.5 -2.9 1.4 *D0002 18.000 0.500 36.0 -718.8 -85.9 -16.6 0.00 1.00 0.00 926.2 1575.4 885.1 0.78 *D0701 *D0661 *D0801 42.000 1.250 50.0 H090AC -8.7 -4.4 2.2 *D0802 14.000 0.500 35.0 -622.9 -33.1 1.9 0.00 1.00 0.00 801.3 1084.7 649.4 0.78 *D0701 *D0661 *D0801 42.000 1.250 50.0 H135AS -7.5 3.4 15.5 *D0833 16.000 0.750 35.0 -478.5 62.5 -23.3 0.00 1.00 0.00 877.7 1220.8 749.6 0.55 *D0703 *D0653 *D0803 42.000 1.250 50.0 H270AC -8.7 -3.2 0.2 *D0004 18.000 0.500 36.0 -780.0 -95.3 -2.2 0.00 1.00 0.00 925.4 1570.3 883.8 0.85 *D0703 *D0653 *D0803 42.000 1.250 50.0 H090AC -8.8 -4.6 -0.0 *D0825 14.000 0.500 35.0 -704.0 -36.3 -5.0 0.00 1.00 0.00 800.5 1083.2 649.0 0.88 *D0703 *D0653 *D0803 42.000 1.250 50.0 H135AS -5.7 3.7 11.5 *D0713 10.750 0.365 35.0 -15.3 24.6 -2.6 0.00 1.00 0.00 495.8 509.7 334.0 0.06 *D0703 *D0653 *D0803 42.000 1.250 50.0 H045AC -6.7 -2.3 -10.5 *D0837 14.000 0.500 35.0 -279.2 -16.1 -26.6 0.00 1.00 0.00 798.9 1046.4 638.9 0.35 *D0705 *D0655 *D0805 42.000 1.250 50.0 H090AC -8.2 -6.6 1.7 *D0002 18.000 0.500 36.0 -708.7 -86.5 -5.1 0.00 1.00 0.00 925.8 1556.7 880.3 0.77 *D0705 *D0655 *D0805 42.000 1.250 50.0 H270AC -8.4 -6.1 2.4 *D0804 16.000 0.500 35.0 -690.2 -41.6 -9.2 0.00 1.00 0.00 889.8 1349.8 784.0 0.78 *D0705 *D0655 *D0805 42.000 1.250 50.0 H225AS -7.2 -4.1 16.1 *D0853 16.000 0.750 35.0 -489.0 63.6 27.2 0.00 1.00 0.00 877.6 1209.7 746.7 0.56 *D0707 *D0657 *D0807 42.000 1.250 50.0 H090AC -8.5 -6.3 0.4 *D0004 18.000 0.500 36.0 -764.0 -98.9 1.0 0.00 1.00 0.00 925.0 1558.8 880.8 0.83 *D0707 *D0657 *D0807 42.000 1.250 50.0 H315AC -6.4 -4.6 -10.7 *D0857 14.000 0.500 35.0 -286.2 -18.0 -19.8 0.00 1.00 0.00 798.9 1040.5 637.3 0.36 *D0707 *D0657 *D0807 42.000 1.250 50.0 H225AS -5.9 -4.5 12.8 *D0773 10.750 0.365 35.0 -16.6 26.4 -3.0 0.00 1.00 0.00 494.8 501.5 331.6 0.06 *D0901 *D0801 *D1001 42.000 1.250 50.0 H270AS -2.7 -16.7 -1.7 *D0911 20.000 0.573 36.0 -7.1 0.0 -0.0 0.00 1.00 0.00 615.7 1130.8 623.9 0.01 *D0901 *D0801 *D1001 42.000 1.250 50.0 H270AS -2.7 -16.7 -1.7 *D0945 20.000 0.602 36.0 37.2 -0.0 0.0 0.00 1.00 0.00 803.4 1130.8 623.9 0.05 *D0901 *D0801 *D1001 42.000 1.250 50.0 H270AC -2.7 -16.7 -1.7 *D0915 20.000 0.573 36.0 -25.1 0.0 0.0 0.00 0.84 0.16 664.9 1130.8 623.9 0.04 *D0901 *D0801 *D1001 42.000 1.250 50.0 H090AS -2.4 -14.1 -2.1 *D0941 20.000 0.602 36.0 3.6 140.3 -4.2 0.00 0.00 1.00 614.7 1142.5 626.9 0.12 *D0903 *D0803 *D1003 42.000 1.250 50.0 H090AS -2.4 -16.9 2.9 *D0915 20.000 0.573 36.0 33.5 -0.0 0.0 0.00 1.00 0.00 803.3 1129.6 623.6 0.04 \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 L R F D 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 ISO 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 H090AS -2.4 -16.9 2.9 *D0949 20.000 0.602 36.0 -21.6 -0.0 -0.0 0.00 1.00 0.00 615.6 1129.6 623.6 0.04 *D0903 *D0803 *D1003 42.000 1.250 50.0 H270AS -2.7 -19.7 2.7 *D0918 20.000 0.573 36.0 -14.3 52.4 11.1 0.00 1.00 0.00 614.4 1114.7 619.8 0.06 *D0903 *D0803 *D1003 42.000 1.250 50.0 H270AS -2.7 -19.7 2.7 *D0945 20.000 0.602 36.0 25.6 0.0 -0.0 0.00 1.00 0.00 801.8 1114.7 619.8 0.03 *D0905 *D0805 *D1005 42.000 1.250 50.0 H270AS -2.2 14.7 -1.6 *D0941 20.000 0.602 36.0 4.5 132.4 0.5 0.00 0.00 1.00 614.4 1140.7 626.4 0.12 *D0905 *D0805 *D1005 42.000 1.250 50.0 H270AS -2.2 14.7 -1.6 *D0975 20.000 0.573 36.0 30.0 -0.0 0.0 0.00 0.85 0.15 775.8 1140.7 626.4 0.04 *D0905 *D0805 *D1005 42.000 1.250 50.0 H090AS -2.5 17.7 -1.4 *D0945 20.000 0.602 36.0 30.7 0.0 -0.0 0.00 1.00 0.00 803.0 1126.4 622.8 0.04 *D0905 *D0805 *D1005 42.000 1.250 50.0 H090AS -2.5 17.7 -1.4 *D0971 20.000 0.573 36.0 -10.8 0.0 0.0 0.00 1.00 0.00 615.4 1126.4 622.8 0.02 *D0907 *D0807 *D1007 42.000 1.250 50.0 H270AS -2.1 16.7 2.9 *D0945 20.000 0.602 36.0 24.8 -0.0 -0.0 0.00 1.00 0.00 803.5 1130.6 623.9 0.03 *D0907 *D0807 *D1007 42.000 1.250 50.0 H090AS -2.5 19.7 2.6 *D0978 20.000 0.573 36.0 -9.4 46.1 -1.9 0.00 1.00 0.00 614.5 1114.6 619.8 0.04 *D0907 *D0807 *D1007 42.000 1.250 50.0 H270AC -2.1 -18.5 -0.1 *D0949 20.000 0.602 36.0 -20.5 0.0 0.0 0.00 1.00 0.00 615.1 1122.3 621.8 0.03 *D0935 *D0917 *D0943 20.000 0.602 36.0 H270AS 0.6 -0.0 0.0 *D0913 20.000 0.573 36.0 20.2 0.0 0.0 0.23 0.11 0.65 392.8 466.9 389.5 0.05 *D0935 *D0917 *D0943 20.000 0.602 36.0 H270AS 0.6 -0.0 0.0 *D0947 20.000 0.602 36.0 18.0 0.0 -0.0 0.38 0.00 0.62 418.3 464.5 387.5 0.04 *D0943 *D0935 *D0951 20.000 0.602 36.0 H090AS 0.2 -1.8 -0.3 *D0931 20.000 0.602 36.0 9.8 0.7 28.8 0.00 0.00 1.00 334.6 463.4 386.7 0.08 *D0943 *D0935 *D0951 20.000 0.602 36.0 H270AS 0.2 -1.5 -0.0 *D0955 20.000 0.602 36.0 30.1 0.0 0.0 0.00 0.59 0.41 357.0 463.6 386.8 0.08 *D0945 *D0903 *D0905 20.000 0.602 36.0 H270AS 0.7 -0.0 -0.0 *D0901 20.000 0.602 36.0 37.2 0.0 0.0 0.46 0.54 0.00 455.5 463.6 386.8 0.08 *D0945 *D0903 *D0905 20.000 0.602 36.0 H135AS 0.5 -0.0 -0.0 *D0907 20.000 0.602 36.0 22.8 0.0 -0.0 0.68 0.00 0.32 483.6 463.8 386.9 0.05 *D0947 *D0939 *D0955 20.000 0.602 36.0 H270AS 0.5 0.0 -0.0 *D0935 20.000 0.602 36.0 18.0 0.0 -0.0 0.00 0.33 0.67 347.3 463.8 386.9 0.05 *D0947 *D0939 *D0955 20.000 0.602 36.0 H270AS 0.5 0.0 -0.0 *D0959 20.000 0.602 36.0 18.8 0.0 0.0 0.00 0.00 1.00 334.7 463.8 386.9 0.06 *D0955 *D0947 *D0973 20.000 0.602 36.0 H270AS 0.5 -0.0 0.0 *D0943 20.000 0.602 36.0 30.1 0.0 0.0 0.09 0.23 0.67 363.4 463.8 386.9 0.08 *D0977 *D0877 *D1077 60.000 1.250 50.0 H090AS -0.5 4.6 -0.2 *D0959 20.000 0.573 36.0 25.0 60.5 -13.0 0.00 1.00 0.00 689.7 1112.1 657.6 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 L R F D 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 H090AS *D0601 90 342.4 64.2 0.0 388.42 12.73 *D0004 *D0607 *D0703 ~TRB 50.11 H090AC *D0603 90 369.0 69.2 0.0 418.64 13.72 *D0601 *D0501 *D0621 ~KNL 141.90 H090AC *D0002 180 122.1 -165.0 0.0 -53.62 1.76 *D0603 *D0503 *D0623 ~KNL 142.21 H090AC *D0004 180 130.8 -176.6 0.0 -57.28 1.88 *D0605 *D0505 *D0625 ~KNL 141.90 H270AC *D0002 180 123.6 -167.0 0.0 -54.28 1.78 *D0607 *D0507 *D0627 ~KNL 142.21 H270AC *D0004 180 133.0 -179.7 0.0 -58.27 1.91 *D0701 *D0661 *D0801 ~DC8 139.07 H090AC *D0002 180 275.5 -231.1 -15.4 76.45 1.80 *D0703 *D0653 *D0803 ~DCB 139.07 H090AC *D0004 180 264.9 -278.1 7.7 -92.33 2.18 *D0705 *D0655 *D0805 ~DCD 139.07 H090AC *D0002 180 290.7 -243.5 15.0 80.55 1.90 *D0707 *D0657 *D0807 ~DC2 139.07 H090AC *D0004 180 294.8 -317.2 -5.2 -105.36 2.49 *D0801 *D0701 *D0901 ~DC8 105.00 H270AC *D0833 270 50.5 -130.9 6.3 -58.13 1.37 *D0803 *D0703 *D0903 ~DC8 105.00 H090AS *D0839 270 -61.5 121.8 0.6 53.97 1.27 *D0805 *D0705 *D0905 ~DC8 105.00 H270AS *D0873 0 -104.7 161.6 -4.7 71.43 1.69 *D0807 *D0707 *D0907 ~DC3 105.00 H270AS *D0877 0 -12.7 396.7 2.1 177.22 4.18 *D0947 *D0939 *D0955 ~PT1 50.00 H270AS *D0935 180 -4.1 8.6 -0.0 34.76 1.14 *D0955 *D0947 *D0973 ~PT1 50.00 H225AS *D0943 0 -2.4 10.9 0.0 44.09 1.45 \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 L R F D 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 H270AC *D0811 140 42.6 -31.2 -4.0 11.39 0.27 *D0655 *D0635 *D0705 ~DCC 129.15 S225AC *D0851 90 48.3 -21.2 5.7 7.70 0.25 *D0657 *D0637 *D0707 ~DCA 129.15 H090AC *D0877 180 54.1 -57.5 0.0 -20.57 0.67 *D0901 *D0801 *D1001 ~DC9 105.00 H090AC *D0911 50 5.1 -24.3 6.7 -10.80 0.25 *D0903 *D0803 *D1003 ~DC4 105.00 H090AC *D0915 50 21.2 -31.2 8.7 -13.77 0.33 *D0905 *D0805 *D1005 ~DC9 105.00 H270AC *D0941 230 11.7 -28.4 11.9 -12.63 0.30 *D0907 *D0807 *D1007 ~DC4 105.00 H270AS *D0945 40 -22.9 35.5 25.2 15.68 0.37 *D0935 *D0917 *D0943 ~PT2 51.77 H135AS *D0913 0 -2.9 7.7 0.0 30.18 0.99 *D0943 *D0935 *D0951 ~PT1 50.00 H090AS *D0931 0 -5.5 5.9 0.0 23.74 0.78 *D0945 *D0903 *D0905 ~PT1 50.00 H090AC *D0901 0 -0.1 -7.0 -0.0 -28.40 0.93 *D0977 *D0877 *D1077 ~CP1 150.00 H270AS *D0959 130 -48.8 18.3 5.2 -5.82 0.14 \end{alltt}