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      ===============================================================================OFFPIPE - OFFSHORE PIPELINE ANALYSIS SYSTEM - VERSION NO.: 2.07 EA PAGE 3Bina Refinery Project - Static Analysis for 30M Depth & 100mm CoatingJOB NO. - IO185 LICENSED BY: MR Vision Pipelines

    USER ID - PK DATE - 8/ 8/2008 TIME - 16:51:18 CASE 1===============================================================================

    I N P U T D A T A E C H O

    PRINTED OUTPUT SELECTED=======================

    STATIC PIPE FORCES AND STRESSES ... YESSTATIC SOLUTION SUMMARY ........... YESOVERBEND PIPE SUPPORT GEOMETRY .... NOSTINGER BALLAST SCHEDULE DATA ..... NO

    DYNAMIC PIPE FORCES AND STRESSES .. NODYNAMIC RANGE OF PIPE DATA ........ NODYNAMIC TRACKING OF PIPE DATA ..... NOPLOT DATA FILE SUMMARY TABLES ..... NO

    PRINT STINGER ELEMENT FORCES ...... NOPRINT PIPE STRAINS IN OUTPUT ...... NOUSE DNV STRESS FORMULA ............ YESUSE THICK WALL CYLINDER FORMULA ... NOENABLE/DISABLE WARNING MESSAGES ...ENABLEGENERATE SPREAD SHEET PLOT FILE ... NOSUPPORT REACTIONS IN BARGE COORDS . NO

    PIPE PROPERTIES===============

    PIPE PROPERTY TABLE INDEX ......... 1LENGTH OF PIPE SECTION ............ 12.200 MSTEEL MODULUS OF ELASTICITY ....... 0. MPASTEEL CROSS SECTIONAL AREA ........ 0.000 CM^2COATED PIPE AVG MOMENT OF INERTIA . 0.00 CM^4 WEIGHT PER-UNIT-LENGTH IN AIR ..... 0.00 N/M WEIGHT PER-UNIT-LENGTH SUBMERGED .. 0.00 N/M MAXIMUM ALLOWABLE PIPE STRAIN ..... 0.000000 PERCENT

    STEEL OUTSIDE DIAMETER ............ 121.2000 CMSTEEL WALL THICKNESS .............. 2.0600 CMYIELD STRESS ...................... 448.00 MPASTRESS/STRAIN INTENSE FACTOR ...... 0.0000HYDRODYNAMIC OUTSIDE DIAMETER ..... 0.000 CMDRAG COEFFICIENT .................. 0.0000HYDRODYNAMIC TOTAL AREA ........... 0.000 CM^2 ADDED MASS COEFFICIENT ............ 0.0000POISSON'S RATIO ................... 0.0000COEFFICIENT OF THERMAL EXPANSION ..0.00000000 1/DEG C

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      ===============================================================================OFFPIPE - OFFSHORE PIPELINE ANALYSIS SYSTEM - VERSION NO.: 2.07 EA PAGE 4Bina Refinery Project - Static Analysis for 30M Depth & 100mm CoatingJOB NO. - IO185 LICENSED BY: MR Vision Pipelines

    USER ID - PK DATE - 8/ 8/2008 TIME - 16:51:18 CASE 1===============================================================================

    I N P U T D A T A E C H O

    PIPE COATING PROPERTIES=======================

    PIPE PROPERTY TABLE INDEX ......... 1CORROSION COATING THICKNESS ....... 0.480 CMCONCRETE COATING THICKNESS ........ 10.000 CMSTEEL WEIGHT DENSITY .............. 0. N/M^3

    CORROSION COATING WEIGHT DENSITY .. 13734. N/M^3CONCRETE COATING WEIGHT DENSITY ... 29862. N/M^3DESIRED PIPE SPECIFIC GRAVITY ..... 0.0000 AVERAGE PIPE JOINT LENGTH ......... 12.200 MFIELD JOINT LENGTH ................ 0.700 MJOINT FILL WEIGHT DENSITY ......... 10055. N/M^3DENSITY OF PIPE CONTENTS .......... 0. N/M^3

    PIPE TENSION============

    STATIC PIPE TENSION ON LAYBARGE ... 393.000 KN MINIMUM DYNAMIC PIPE TENSION ...... 0.000 KN

     MAXIMUM DYNAMIC PIPE TENSION ...... 0.000 KNSTATIC HORIZONTAL BOTTOM TENSION .. 0.000 KN

    LAYBARGE DESCRIPTION==================== NUMBER OF PIPE NODES .............. 8BARGE GEOMETRY SPECIFIED BY ....... 1 X-Y COORDINATESOVERBEND PIPE SUPPORT RADIUS ...... 0.000 MTANGENT POINT X-COORDINATE ........ 0.000 MTANGENT POINT Y-COORDINATE ........ 0.000 MPIPE ANGLE RELATIVE TO DECK ....... 0.0000 DEGHEIGHT OF DECK ABOVE WATER ........ 2.500 M

    LAYBARGE FORWARD (X) OFFSET ....... 0.000 MBARGE TRIM ANGLE ................. 0.0000 DEGSTERN SHOE X COORDINATE .......... 0.000 MSTERN SHOE Y COORDINATE ........... 0.000 MROTATION CENTER X COORDINATE ...... 0.000 MROTATION CENTER Y COORDINATE ...... 0.000 MROTATION CENTER Z COORDINATE ...... 0.000 MBARGE HEADING ..................... 0.0000 DEGBARGE OFFSET FROM RIGHT-OF-WAY .... 0.000 MPIPE RAMP PIVOT X COORDINATE ...... 0.000 MPIPE RAMP PIVOT Y COORDINATE ...... 0.000 MPIPE RAMP PIVOT ROTATION ANGLE .... 0.000 DEG

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      ===============================================================================OFFPIPE - OFFSHORE PIPELINE ANALYSIS SYSTEM - VERSION NO.: 2.07 EA PAGE 5Bina Refinery Project - Static Analysis for 30M Depth & 100mm CoatingJOB NO. - IO185 LICENSED BY: MR Vision Pipelines

    USER ID - PK DATE - 8/ 8/2008 TIME - 16:51:18 CASE 1===============================================================================

    I N P U T D A T A E C H O

     NODE X NODE Y SUPPORT DAVITCOORD COORD TYPE SPACING(M ) (M ) (M )======== ======== ===================== =======89.471 5.436 1 SIMPLE SUPPORT 0.00078.873 4.930 1 SIMPLE SUPPORT 0.000

    66.681 4.349 1 SIMPLE SUPPORT 0.00054.490 3.767 1 SIMPLE SUPPORT 0.00042.425 3.191 2 PIPE TENSIONER 0.00030.289 2.542 2 PIPE TENSIONER 0.00020.072 1.870 1 SIMPLE SUPPORT 0.0006.020 0.620 1 SIMPLE SUPPORT 0.000

    STINGER DESCRIPTION=================== NUMBER OF PIPE/STINGER NODES ...... 3STINGER GEOMETRY SPECIFIED BY ..... 2 X-Y COORD AND MATCH PTSTINGER TYPE ...................... 1 FIXED GEOMETRY OR RAMP

    OVERBEND PIPE SUPPORT RADIUS ...... 0.00 MHITCH X-COORDINATE ................ -0.750 MHITCH Y-COORDINATE ................ -2.500 M

    X COORDINATE OF LOCAL ORIGIN ...... 0.000 MY COORDINATE OF LOCAL ORIGIN ...... 0.000 MROTATION ABOUT STINGER HITCH ...... 0.000 DEGTANGENT POINT X-COORDINATE ........ 0.000 MTANGENT POINT Y-COORDINATE ........ 0.000 MTANGENT POINT ANGLE ............... 0.000 DEG

     NODE X NODE Y SUPPORT ELEMENT ELEMENT

    COORD COORD TYPE TYPE LENGTH(M ) (M ) (M )======== ======== ===================== ==================== =======-8.873 -1.198 1 SIMPLE SUPPORT 1 FIXED END 0.000-20.072 -2.867 1 SIMPLE SUPPORT 1 FIXED END 0.000-29.721 -4.557 1 SIMPLE SUPPORT 1 FIXED END 0.000

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     ===============================================================================OFFPIPE - OFFSHORE PIPELINE ANALYSIS SYSTEM - VERSION NO.: 2.07 EA PAGE 6Bina Refinery Project - Static Analysis for 30M Depth & 100mm Coating

    JOB NO. - IO185 LICENSED BY: MR Vision PipelinesUSER ID - PK DATE - 8/ 8/2008 TIME - 16:51:18 CASE 1===============================================================================

    I N P U T D A T A E C H O

    SAGBEND GEOMETRY================

    SAGBEND PIPE ELEMENT LENGTH ....... 12.000 M WATER DEPTH ....................... 30.00 MX-COORDINATE AT SPECIFIED DEPTH . . 0.00 M

    ESTIMATED SAGBEND X LENGTH ........ 0.00 MESTIMATED PIPE LENGTH ON SEABED ... 0.00 MX-COORD OF PIPE FREE END ON SEABED 0.00 MX-COORD POINT OF FIXITY ON SEABED . 0.00 M MAXIMUM SLOPE (ANGLE) OF SEABED ... 0.000 DEGDIRECTION OF MAXIMUM SLOPE ........ 0.000 DEG

    PIPE/CABLE SPAN END CONDITION .....PIPE/CABLE RESTING ON SEABEDPIPE/CABLE SPAN LENGTH GIVEN BY ...SPECIFIED PIPE/CABLE TENSIONESTIMATED SPAN DEPTH AT FREE END .. 0.00 MPIPE VERTICAL ANGLE AT FREE END ... 0.000 DEG

    SOIL ELEMENT PROPERTIES======================= VERTICAL STIFFNESS ................ 0.00 KN/M 2̂DEFLECTION UNDER REFERENCE LOAD ... 0.0000 CMLATERAL STIFFNESS ................. 0.00 KN/M^2SOIL COEFFICIENT OF FRICTION ...... 0.700 NUMBER 0F INTEGRATION POINTS ...... 0

    STATIC SOLUTION CONVERGED IN ( 6 ) ITERATIONS

    END OF INPUT DATA

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      13 LAYBARGE 20.1 4.4 4.2 344.9 -5369.3 -237.8 206.3 46.15 LAYBARGE 6.0 3.1 6.0 484.1 -6861.0 -303.8 262.1 59.18 STINGER -8.9 1.3 7.8 0.0 -5263.0 -233.1 201.6 45.20 STINGER -20.1 -0.4 9.2 104.6 -6592.5 -291.9 251.3 56.

    22 STINGER -29.7 -2.1 10.7 369.2 -7681.9 -340.2 292.2 65.33 SAGBEND -147.2 -26.3 6.9 0.0 5887.1 260.7 224.0 50.39 SEABED -219.0 -30.0 0.2 55.2 1386.4 61.4 55.0 12.


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