TUGAS AKHIR DAFTAR PUSTAKA 

ANALISIS FREE SPAN PIPA BAWAH LAUT PIPA TRANSMISI SSWJ-II PT PGN,Tbk  

DDAAFFTTAARR PPUUSSTTAAKKAA

 

Veritas  Offshore  Technology  and  Services  A/S. Maret  2002.  “DNV  RP  F105  Free  Spanning 

Pipelines”. Norway: DNV Publisher. 

Veritas Offshore Technology and Services A/S. Agustus 2005. “DNV RP C203 Fatigue Design of 

Offshore Steel Structure”. Norway: DNV Publisher. 

Veritas  Offshore  Technology  and  Services  A/S.  Januari  2000.  “DNV  OS  F101  Submarine 

Pipelines Systems”. Rev Oktober 2003 Norway: DNV Publisher. 

Veritas Offshore  Technology  and  Services A/S. April  1981.  “DNV  1981 Rules  for  Submarine 

Pipelines Systems”. Norway: DNV Publisher. 

Mouselli, A.H. 1985. “Offshore Pipelines Design, Analysis and Method”. Oklahoma: Penn Well 

Books. 

Bai, Yong. 2001. “Pipelines and Risers”. Amsterdam: Elsevier Science. 

Dalrymple.Dean.  1991.  “Water Wave Mechanics  for  Engineers  and  Scientist”. New  Jersey: 

World Scientific. 

Guo, Boyun. 2005. “Offshore Pipelines”. Massachussets: Elsevier Inc. 

American  Petroleum  Institute.  1993.  “API  RP2A  Recommended  Practices  for  Planning, 

Designing, and Constructing Fixed Offshore Platform – LRFD”. Dallas: API Production Dept. 

Tawekal, Ricky L. 2002. “Bangunan Lepas Pantai I”. Bandung: Penerbit ITB. 

Subowo, Anton. “Analisis Free Span Pipa Bawah Laut” Tugas Akhir Mahasiswa Program Studi 

Teknik Kelautan Institut Teknologi Bandung. 

LPRJV  Project  Document.  2007.  “Major  Pipeline  Suspension  Support  Structure”.  Proyek 

Instalasi Pipa South Sumatra West Java phase‐II PT Perusahaan Gas Negara, Tbk. 

SACS Release 5.1 DAP Corp. ID=DKFKDFID0302W8SB0035 *********** EDI/SACS IV SEASTATE PROGRAM *********** DATE 12-FEB-2003 TIME 12:09:37 SEA PAGE 1 MPS Support Structure 9 m Height Span Length 201 m SEA VERSION 5.1.01 ******* SEASTATE OPTIONS ******* ANALYSIS OPTIONS UNITS (ENGLISH OR METRIC) ............ METRIC-KN VERTICAL COORDINATE .................. +Z ALL MEMBERS .......................... FLOODED DENSITY OF SEAWATER .................. 1.02 TONNE/M**3 DENSITY OF CONSTRUCTION MATERIAL ..... 7.85 TONNE/M**3 MUDLINE ELEVATION .................... -60.00 M. WATER DEPTH .......................... 60.00 M. LOAD OPTIONS GENERATE LOADS IN STRUCTURAL COORD. .. YES GENERATE LOADS IN MEMBER COORD. ...... NO GENERATE LOAD COMBINATIONS ........... NO OUTPUT SELECTED LOAD CASES ONLY ...... NO GENERATE TIME HISTORY LOADS .......... NO GENERATE BASE TRANSFER FUNCTION ....... NO GENERATE WIND GUST LOADS .............. NO

SACS Release 5.1 DAP Corp. ID=DKFKDFID0302W8SB0035 *********** EDI/SACS IV SEASTATE PROGRAM *********** DATE 12-FEB-2003 TIME 12:09:37 SEA PAGE 3 MPS Support Structure 9 m Height Span Length 201 m ****** SEASTATE DRAG AND INERTIA COEFFICIENTS TABLE ****** MEMBER **************** CLEAN CYLINDERS **************** *************** FOULED CYLINDERS **************** DIAMETER * DRAG COEFFICIENTS * * INERTIA COEFFICIENTS * * DRAG COEFFICIENTS * * INERTIA COEFFICIENTS * (CM) NORMAL AXIAL NORMAL AXIAL NORMAL AXIAL NORMAL AXIAL 1.00 0.6500 0.0000 1.6000 0.0000 0.6500 0.0000 1.6000 0.0000 100.00 0.6500 0.0000 1.6000 0.0000 0.6500 0.0000 1.6000 0.0000 ***** SEASTATE DRAG COEFFICIENTS ARE REYNOLDS NUMBER DEPENDENT ***** KINEMATIC VISCOSITY 0.0000012 M**2/SEC REYNOLDS NUMBER DRAG COEFFICIENT FACTOR 200000. 1.200 500000. 0.700 SACS Release 5.1 DAP Corp. ID=DKFKDFID0302W8SB0035 *********** EDI/SACS IV SEASTATE PROGRAM *********** DATE 12-FEB-2003 TIME 12:09:37 SEA PAGE 9 MPS Support Structure 9 m Height Span Length 201 m ****** SEASTATE GLOBAL MARINE GROWTH ZONE DESCRIPTION ****** MUDLINE ELEVATION = -60.00(M) ***** M A R I N E G R O W T H ***** ZONE ABOVE MUDLINE ROUGHNESS FROM TO THICKNESS DENSITY CD CM HEIGHT TYPE (M) (CM) TON/CUM (CM) 0.00 9.25 5.000 1.23 0.000 0.000 0.000 CONSTANT

SACS Release 5.1 DAP Corp. ID=DKFKDFID0302W8SB0035 *********** EDI/SACS IV SEASTATE PROGRAM *********** DATE 12-FEB-2003 TIME 12:09:37 SEA PAGE 12 MPS Support Structure 9 m Height Span Length 201 m **** CURRENT DESCRIPTION FOR LOAD CASE 2 **** MUDLINE ELEVATION *** -60.00 M CREST/TROUGH STRETCHING - CONSTANT ELEVATION CURRENT DIRECTION ABOVE VELOCITY ANGLE MUDLINE (M) (M/SEC) (DEGREES) 0.00 0.230 180.000 6.00 0.390 180.000 12.00 0.510 180.000 18.00 0.600 180.000 24.00 0.660 180.000 30.00 0.710 180.000 36.00 0.750 180.000 42.00 0.770 180.000 48.00 0.790 180.000 54.00 0.800 180.000 60.00 0.840 180.000 SACS Release 5.1 DAP Corp. ID=DKFKDFID0302W8SB0035 *********** EDI/SACS IV SEASTATE PROGRAM *********** DATE 12-FEB-2003 TIME 12:09:37 SEA PAGE 13 MPS Support Structure 9 m Height Span Length 201 m **** WAVE DESCRIPTION FOR LOAD CASE 2 **** WAVE THEORY ************ STOKES 5TH WAVE HEIGHT ************ 2.040 M WATER DEPTH ************ 60.000 M WAVE PERIOD ************ 5.810 SECS WAVE LENGTH ************ 53.509 M ANGLE FROM X TOWARD Y ** 180.000 DEGREES

MUDLINE ELEVATION ****** -60.000 M WAVE CELERITY ********** 9.210 M /SEC MAX. NO. SEG/MEMBER **** 10 MIN. NO. SEG/MEMBER **** 1 CREST POSITION DETERMINED BY MAXIMUM MOMENT STARTING CREST POSITION 0.000 M NO. STEPS ************** 72 STEP SIZE ************** 0.743 M CREST WATER DEPTH ****** 61.08 M TROUGH WATER DEPTH ***** 59.04 M SACS Release 5.1 DAP Corp. ID=DKFKDFID0302W8SB0035 *********** EDI/SACS IV SEASTATE PROGRAM *********** DATE 12-FEB-2003 TIME 12:09:37 SEA PAGE 14 MPS Support Structure 9 m Height Span Length 201 m ****** SEASTATE LOADS FOR WAVE PASSING THROUGH STRUCTURE ****** 2.0 M. WAVE AT 180.0 DEG + CURRENT LOAD CREST MUDLINE CONDITION POSITION LOAD ELEVATION MAXIMUM MOMENT 46.08 10.986 KN-M -60.000 M. ABOUT MUDLINE MAXIMUM SHEAR 45.33 2.136 KN -60.000 M. AT MUDLINE MINIMUM MOMENT 19.32 10.525 KN-M -60.000 M. ABOUT MUDLINE MINIMUM SHEAR 18.58 2.036 KN -60.000 M. AT MUDLINE

MAXIMUM FORCE 28.98 0.007 KN -60.000 M. UPWARD MAXIMUM FORCE 2.23 -0.007 KN -60.000 M. DOWNWARD ****** LOAD CASE GENERATED FOR WAVE CREST POSITION RESULTING IN THE MAXIMUM MOMENT ABOUT MUDLINE ****** SACS Release 5.1 DAP Corp. ID=DKFKDFID0302W8SB0035 *********** EDI/SACS IV SEASTATE PROGRAM *********** DATE 12-FEB-2003 TIME 12:09:37 SEA PAGE 15 MPS Support Structure 9 m Height Span Length 201 m ****** RESULTS FOR LOAD CASE 2 ****** 2.0 M. WAVE AT 180.0 DEG + CURRENT ****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE 2 ****** (MOMENTS ABOUT MUDLINE AT ELEVATION -60.00 M. ) SUM FX SUM FY SUM FZ SUM MX SUM MY SUM MZ KN KN KN KN-M KN-M KN-M SEASTATE GENERATED -2.135 -0.008 -0.003 0.160 -10.985 -0.001 USER INPUT 0.000 0.000 0.000 0.000 0.000 0.000 ****** LOAD CASE FACTORS ****** OVERALL LOAD CASE FACTOR 1.000 DEAD LOAD FACTOR 1.000 WAVE, WIND, AND CURRENT FACTOR 1.000 USER SUPPLIED LOAD FACTOR 1.000 BUOYANCY LOAD FACTOR 1.000

SACS Release 5.1 DAP Corp. ID=DKFKDFID0302W8SB0035 *********** EDI/SACS IV SEASTATE PROGRAM *********** DATE 12-FEB-2003 TIME 12:09:37 SEA PAGE 16 MPS Support Structure 9 m Height Span Length 201 m **** CURRENT DESCRIPTION FOR LOAD CASE 3 **** MUDLINE ELEVATION *** -60.00 M CREST/TROUGH STRETCHING - CONSTANT ELEVATION CURRENT DIRECTION ABOVE VELOCITY ANGLE MUDLINE (M) (M/SEC) (DEGREES) 0.00 0.230 180.000 6.00 0.390 180.000 12.00 0.510 180.000 18.00 0.600 180.000 24.00 0.660 180.000 30.00 0.710 180.000 36.00 0.750 180.000 42.00 0.770 180.000 48.00 0.790 180.000 54.00 0.800 180.000 60.00 1.550 180.000 SACS Release 5.1 DAP Corp. ID=DKFKDFID0302W8SB0035 *********** EDI/SACS IV SEASTATE PROGRAM *********** DATE 12-FEB-2003 TIME 12:09:37 SEA PAGE 17 MPS Support Structure 9 m Height Span Length 201 m **** WAVE DESCRIPTION FOR LOAD CASE 3 **** WAVE THEORY ************ STOKES 5TH WAVE HEIGHT ************ 4.980 M WATER DEPTH ************ 60.000 M WAVE PERIOD ************ 9.000 SECS

WAVE LENGTH ************ 128.398 M ANGLE FROM X TOWARD Y ** 180.000 DEGREES MUDLINE ELEVATION ****** -60.000 M WAVE CELERITY ********** 14.266 M /SEC MAX. NO. SEG/MEMBER **** 10 MIN. NO. SEG/MEMBER **** 1 CREST POSITION DETERMINED BY MAXIMUM MOMENT STARTING CREST POSITION 0.000 M NO. STEPS ************** 72 STEP SIZE ************** 1.783 M CREST WATER DEPTH ****** 62.65 M TROUGH WATER DEPTH ***** 57.67 M SACS Release 5.1 DAP Corp. ID=DKFKDFID0302W8SB0035 *********** EDI/SACS IV SEASTATE PROGRAM *********** DATE 12-FEB-2003 TIME 12:09:37 SEA PAGE 18 MPS Support Structure 9 m Height Span Length 201 m ****** SEASTATE LOADS FOR WAVE PASSING THROUGH STRUCTURE ****** 5.0 M. WAVE AT 180.0 DEG + CURRENT LOAD CREST MUDLINE CONDITION POSITION LOAD ELEVATION MAXIMUM MOMENT 117.70 26.013 KN-M -60.000 M. ABOUT MUDLINE MAXIMUM SHEAR 115.92 5.496 KN -60.000 M. AT MUDLINE MINIMUM MOMENT 46.37 -1.435 KN-M -60.000 M. ABOUT MUDLINE

MINIMUM SHEAR 44.58 -0.717 KN -60.000 M. AT MUDLINE MAXIMUM FORCE 69.55 0.160 KN -60.000 M. UPWARD MAXIMUM FORCE 8.92 -0.174 KN -60.000 M. DOWNWARD ****** LOAD CASE GENERATED FOR WAVE CREST POSITION RESULTING IN THE MAXIMUM MOMENT ABOUT MUDLINE ****** SACS Release 5.1 DAP Corp. ID=DKFKDFID0302W8SB0035 *********** EDI/SACS IV SEASTATE PROGRAM *********** DATE 12-FEB-2003 TIME 12:09:37 SEA PAGE 19 MPS Support Structure 9 m Height Span Length 201 m ****** RESULTS FOR LOAD CASE 3 ****** 5.0 M. WAVE AT 180.0 DEG + CURRENT ****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE 3 ****** (MOMENTS ABOUT MUDLINE AT ELEVATION -60.00 M. ) SUM FX SUM FY SUM FZ SUM MX SUM MY SUM MZ KN KN KN KN-M KN-M KN-M SEASTATE GENERATED -5.486 0.002 -0.087 0.207 -26.012 -0.020 USER INPUT 0.000 0.000 0.000 0.000 0.000 0.000 ****** LOAD CASE FACTORS ****** OVERALL LOAD CASE FACTOR 1.000 DEAD LOAD FACTOR 1.000 WAVE, WIND, AND CURRENT FACTOR 1.000 USER SUPPLIED LOAD FACTOR 1.000 BUOYANCY LOAD FACTOR 1.000

SACS Release 5.1 DAP Corp. ID=DKFKDFID0302W8SB0035 *********** EDI/SACS IV SEASTATE PROGRAM *********** DATE 12-FEB-2003 TIME 12:09:37 SEA PAGE 20 MPS Support Structure 9 m Height Span Length 201 m ****** RESULTS FOR LOAD CASE 4 ****** USER GENERATED LOADS ****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE 4 ****** (MOMENTS ABOUT MUDLINE AT ELEVATION -60.00 M. ) SUM FX SUM FY SUM FZ SUM MX SUM MY SUM MZ KN KN KN KN-M KN-M KN-M SEASTATE GENERATED 0.000 0.000 0.000 0.000 0.000 0.000 USER INPUT 0.000 0.000 -1698.384 0.013 0.015 0.000 ****** LOAD CASE FACTORS ****** OVERALL LOAD CASE FACTOR 1.000 DEAD LOAD FACTOR 1.000 WAVE, WIND, AND CURRENT FACTOR 1.000 USER SUPPLIED LOAD FACTOR 1.000 BUOYANCY LOAD FACTOR 1.000 SACS Release 5.1 DAP Corp. ID=DKFKDFID0302W8SB0035 *********** EDI/SACS IV SEASTATE PROGRAM *********** DATE 12-FEB-2003 TIME 12:09:37 SEA PAGE 21 MPS Support Structure 9 m Height Span Length 201 m ****** RESULTS FOR LOAD CASE 5 ****** USER GENERATED LOADS ****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE 5 ****** (MOMENTS ABOUT MUDLINE AT ELEVATION -60.00 M. ) SUM FX SUM FY SUM FZ SUM MX SUM MY SUM MZ KN KN KN KN-M KN-M KN-M SEASTATE GENERATED 0.000 0.000 0.000 0.000 0.000 0.000 USER INPUT 0.000 0.000 -786.340 0.006 0.007 0.000 ****** LOAD CASE FACTORS ****** OVERALL LOAD CASE FACTOR 1.000 DEAD LOAD FACTOR 1.000

WAVE, WIND, AND CURRENT FACTOR 1.000 USER SUPPLIED LOAD FACTOR 1.000 BUOYANCY LOAD FACTOR 1.000 SACS Release 5.1 DAP Corp. ID=DKFKDFID0302W8SB0035 *********** EDI/SACS IV SEASTATE PROGRAM *********** DATE 12-FEB-2003 TIME 12:09:37 SEA PAGE 22 MPS Support Structure 9 m Height Span Length 201 m ****** RESULTS FOR LOAD CASE 6 ****** USER GENERATED LOADS ****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE 6 ****** (MOMENTS ABOUT MUDLINE AT ELEVATION -60.00 M. ) SUM FX SUM FY SUM FZ SUM MX SUM MY SUM MZ KN KN KN KN-M KN-M KN-M SEASTATE GENERATED 0.000 0.000 0.000 0.000 0.000 0.000 USER INPUT 0.000 0.000 -16.000 0.000 0.000 0.000 ****** LOAD CASE FACTORS ****** OVERALL LOAD CASE FACTOR 1.000 DEAD LOAD FACTOR 1.000 WAVE, WIND, AND CURRENT FACTOR 1.000 USER SUPPLIED LOAD FACTOR 1.000 BUOYANCY LOAD FACTOR 1.000 SACS Release 5.1 DAP Corp. ID=DKFKDFID0302W8SB0035 *********** EDI/SACS IV SEASTATE PROGRAM *********** DATE 12-FEB-2003 TIME 12:09:37 SEA PAGE 23 MPS Support Structure 9 m Height Span Length 201 m ****** RESULTS FOR LOAD CASE 7 ****** USER GENERATED LOADS ****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE 7 ****** (MOMENTS ABOUT MUDLINE AT ELEVATION -60.00 M. ) SUM FX SUM FY SUM FZ SUM MX SUM MY SUM MZ KN KN KN KN-M KN-M KN-M SEASTATE GENERATED 0.000 0.000 0.000 0.000 0.000 0.000 USER INPUT 0.000 0.000 -47.999 0.000 0.000 0.000

****** LOAD CASE FACTORS ****** OVERALL LOAD CASE FACTOR 1.000 DEAD LOAD FACTOR 1.000 WAVE, WIND, AND CURRENT FACTOR 1.000 USER SUPPLIED LOAD FACTOR 1.000 BUOYANCY LOAD FACTOR 1.000 SACS Release 5.1 DAP Corp. ID=DKFKDFID0302W8SB0035 *********** EDI/SACS IV SEASTATE PROGRAM *********** DATE 12-FEB-2003 TIME 12:09:37 SEA PAGE 24 MPS Support Structure 9 m Height Span Length 201 m ** SEASTATE BASIC LOAD CASE DESCRIPTIONS ** LOAD LOAD ********** DESCRIPTION *********** CASE LABEL 1 1 USER GENERATED LOADS 2 2 2.0 M. WAVE AT 180.0 DEG + CURRENT 3 3 5.0 M. WAVE AT 180.0 DEG + CURRENT 4 4 USER GENERATED LOADS 5 5 USER GENERATED LOADS 6 6 USER GENERATED LOADS 7 7 USER GENERATED LOADS SACS Release 5.1 DAP Corp. ID=DKFKDFID0302W8SB0035 *********** EDI/SACS IV SEASTATE PROGRAM *********** DATE 12-FEB-2003 TIME 12:09:37 SEA PAGE 25 MPS Support Structure 9 m Height Span Length 201 m ****** SEASTATE BASIC LOAD CASE SUMMARY ****** RELATIVE TO STRUCTURAL ORIGIN LOAD LOAD FX FY FZ MX MY MZ DEAD LOAD BUOYANCY CASE LABEL (KN) (KN) (KN) (KN-M) (KN-M) (KN-M) (KN) (KN) 1 1 0.000 0.000 -76.479 0.001 -0.002 0.000 0.000 0.000 2 2 -2.135 -0.008 -0.003 0.160 -10.985 -0.001 0.000 0.000 3 3 -5.486 0.002 -0.087 0.207 -26.012 -0.020 0.000 0.000 4 4 0.000 0.000 -1698.384 0.013 0.015 0.000 0.000 0.000 5 5 0.000 0.000 -786.340 0.006 0.007 0.000 0.000 0.000 6 6 0.000 0.000 -16.000 0.000 0.000 0.000 0.000 0.000 7 7 0.000 0.000 -47.999 0.000 0.000 0.000 0.000 0.000\

SACS Release 5.1 DAP Corp. ID=DKFKDFID0302W8SB0035 *********** EDI/SACS IV SEASTATE PROGRAM *********** DATE 12-FEB-2003 TIME 12:09:37 SEA PAGE 26 MPS Support Structure 9 m Height Span Length 201 m ***** SEASTATE COMBINED LOAD CASES ***** COMBINED BASIC PERCENT DESCRIPTION LOAD LABEL LABEL CASE 8 A 1.00 * 1 + 1.00 * 2 + 1.00 * 4 + 1.00 * 6 1 100.00 USER GENERATED LOADS 2 100.00 2.0 M. WAVE AT 180.0 DEG + CURRENT 4 100.00 USER GENERATED LOADS 6 100.00 USER GENERATED LOADS FX FY FZ MX MY MZ (KN) (KN) (KN) (KN-M) (KN-M) (KN-M) 1 0.000 0.000 -76.479 0.001 -0.002 0.000 2 -2.135 -0.008 -0.003 0.160 -10.985 -0.001 4 0.000 0.000 -1698.384 0.013 0.015 0.000 6 0.000 0.000 -16.000 0.000 0.000 0.000 TOTAL -2.135 -0.008 -1790.866 0.174 -10.972 -0.001 9 B 1.00 * 1 + 1.00 * 3 + 1.00 * 5 + 1.00 * 6 1 100.00 USER GENERATED LOADS 3 100.00 5.0 M. WAVE AT 180.0 DEG + CURRENT 5 100.00 USER GENERATED LOADS 6 100.00 USER GENERATED LOADS FX FY FZ MX MY MZ (KN) (KN) (KN) (KN-M) (KN-M) (KN-M) 1 0.000 0.000 -76.479 0.001 -0.002 0.000 3 -5.486 0.002 -0.087 0.207 -26.012 -0.020 5 0.000 0.000 -786.340 0.006 0.007 0.000 6 0.000 0.000 -16.000 0.000 0.000 0.000 TOTAL -5.486 0.002 -878.906 0.214 -26.007 -0.020

SACS Release 5.1 DAP Corp. ID=DKFKDFID0302W8SB0035 *********** EDI/SACS IV SEASTATE PROGRAM *********** DATE 12-FEB-2003 TIME 12:09:37 SEA PAGE 27 MPS Support Structure 9 m Height Span Length 201 m ***** SEASTATE COMBINED LOAD CASE SUMMARY ***** RELATIVE TO STRUCTURAL ORIGIN LOAD LOAD FX FY FZ MX MY MZ CASE LABEL (KN) (KN) (KN) (KN-M) (KN-M) (KN-M) 8 A -2.135 -0.008 -1790.866 0.174 -10.972 -0.001 9 B -5.486 0.002 -878.906 0.214 -26.007 -0.020 SACS Release 5.1 DAP Corp. ID=DKFKDFID0302W8SB0035 *********** EDI/SACS IV SEASTATE PROGRAM *********** DATE 12-FEB-2003 TIME 12:09:37 SEA PAGE 28 MPS Support Structure 9 m Height Span Length 201 m ************* SEASTATE LOAD CASE CENTER REPORT ************* RELATIVE TO STRUCTURAL ORIGIN LOAD LOAD ********* X - DIRECTION ********* ********* Y - DIRECTION ********* ********* Z - DIRECTION ********* CASE LABEL FORCE X Y Z FORCE X Y Z FORCE X Y Z (KN) (M) (M) (M) (KN) (M) (M) (M) (KN) (M) (M) (M) 1 1 0.00 0.00 -76.48 0.00 0.00 -55.50 2 2 -2.14 0.00 0.00 -54.51 COUPLE 0.00 0.00 -0.24 COUPLE 0.00 0.00 -0.24 3 3 -5.49 -0.01 0.00 -54.89 COUPLE 0.00 0.00 -0.24 -0.09 23.38 0.29 -54.21 4 4 0.00 0.00 -1698.38 0.00 0.00 -50.75 5 5 0.00 0.00 -786.34 0.00 0.00 -50.75 6 6 0.00 0.00 -16.00 0.00 0.00 -54.59 7 7 0.00 0.00 -48.00 0.00 0.00 -50.75 8 A -2.14 COUPLE 0.00 0.00 -0.24 -1790.87 0.00 0.00 -50.99 9 B -5.49 COUPLE 0.00 0.00 -0.24 -878.91 0.00 0.00 -51.23 SACS Release 5.1 DAP Corp. ID=DKFKDFID0302W8SB0035 MPS Support Structure 9 m Height Span Length 201 m DATE 12-FEB-2003 TIME 12:09:40 PRE PAGE 2 TUBULAR MEMBER PROPERTIES JOINT WALL OUTSIDE E G AXIAL ***** MOMENTS OF INERTIA **** YIELD KY KZ SHEAR RING SECTION GRP M/S THICK THICK DIAMETER 1000 1000 AREA X-X Y-Y Z-Z STRESS AREA SPACE LENGTH M CM CM KN/CM2KN/CM2 CM**2 CM**4 CM**4 CM**4 KN/CM2 CM**2 M M BR1 1 0.00 0.818 21.91 20.0 8.0 54.203 6037.4 3018.7 3018.7 24.8 1.0 1.0 27.10 0.00 0.00 BR2 1 0.00 0.818 21.91 20.0 8.0 54.203 6037.4 3018.7 3018.7 24.8 1.0 1.0 27.10 0.00 0.00 BR3 1 0.00 0.818 21.91 20.0 8.0 54.203 6037.4 3018.7 3018.7 24.8 1.0 1.0 27.10 0.00 0.00 BR4 1 0.00 0.818 21.91 20.0 8.0 54.203 6037.4 3018.7 3018.7 24.8 1.0 1.0 27.10 0.00 0.00

BR5 1 0.00 1.270 21.91 20.0 8.0 82.350 8803.7 4401.9 4401.9 24.8 1.0 1.0 41.18 0.00 0.00 LG2 1 0.00 1.031 32.39 20.0 8.0 101.57 24998. 12499. 12499. 24.8 1.0 1.0 50.79 0.00 0.00 LG3 1 0.00 1.031 32.39 20.0 8.0 101.57 24998. 12499. 12499. 24.8 1.0 1.0 50.79 0.00 0.00 LG4 1 0.00 1.031 32.39 20.0 8.0 101.57 24998. 12499. 12499. 24.8 1.0 1.0 50.79 0.00 0.00 LG5 1 0.00 1.031 32.39 20.0 8.0 101.57 24998. 12499. 12499. 24.8 1.0 1.0 50.79 0.00 0.00 PL1 1 0.00 1.270 27.31 20.0 8.0 103.90 17654. 8827.2 8827.2 24.8 1.0 1.0 51.95 0.00 0.00 PL2 1 0.00 1.270 27.31 20.0 8.0 103.90 17654. 8827.2 8827.2 24.8 1.0 1.0 51.95 0.00 0.00 PL3 1 0.00 1.270 27.31 20.0 8.0 103.90 17654. 8827.2 8827.2 24.8 1.0 1.0 51.95 0.00 0.00 W.B 9 0.00 1.270 27.31 20.0 8.0 103.90 17654. 8827.2 8827.2 24.8 1.0 1.0 51.95 0.00 0.00 SACS Release 5.1 DAP Corp. ID=DKFKDFID0302W8SB0035 MPS Support Structure 9 m Height Span Length 201 m DATE 12-FEB-2003 TIME 12:09:42 SLV PAGE 2 APPLIED LOAD SUMMARY LOAD CASE TOTAL FORCE(X) TOTAL FORCE(Y) TOTAL FORCE(Z) NO. ID KN KN KN 1 1 -2.071243E-06 -3.651141E-07 -7.647517E+01 2 2 -2.135180E+00 -8.172541E-03 -5.483042E-04 3 3 -5.485847E+00 1.665836E-03 -8.664437E-02 4 4 0.000000E+00 0.000000E+00 -1.698293E+03 5 5 0.000000E+00 0.000000E+00 -7.862982E+02 6 6 -3.086420E-20 0.000000E+00 -1.599921E+01 7 7 0.000000E+00 0.000000E+00 -4.799656E+01 SACS Release 5.1 DAP Corp. ID=DKFKDFID0302W8SB0035 MPS Support Structure 9 m Height Span Length 201 m DATE 12-FEB-2003 TIME 12:09:42 SLV PAGE 4 REACTION SUMMARY LOAD CASE TOTAL FORCE(X) TOTAL FORCE(Y) TOTAL FORCE(Z) NO. ID KN KN KN 1 1 2.071243E-06 3.651141E-07 7.647517E+01 2 2 2.135180E+00 8.172541E-03 5.483042E-04 3 3 5.485847E+00 -1.665836E-03 8.664437E-02 4 4 -7.119961E-13 -3.074529E-13 1.698293E+03 5 5 -2.993620E-13 -1.941808E-13 7.862982E+02 6 6 -2.401975E-15 -2.085926E-15 1.599921E+01 7 7 -2.123852E-14 -1.036642E-14 4.799656E+01

SACS Release 5.1 DAP Corp. ID=DKFKDFID0302W8SB0035 MPS Support Structure 9 m Height Span Length 201 m DATE 12-FEB-2003 TIME 12:09:45 PST PAGE 3 *** SACS POST PROCESSOR COMMENTS *** ** THE USER SHOULD TAKE NOTE OF THE FOLLOWING COMMENTS REGARDING THE SACS POST PROCESSOR OUTPUT ** BEAMS (1) INTERNAL LOADS FOR MEMBERS ARE PRESENTED IN THE CLASSICAL ENGINEERING SIGN CONVENTION AS DESCRIBED BY TIMOSHENKO (2) IF THE AXIAL LOAD ON A MEMBER EXCEEDS THE AISC ALLOWABLE BUCKLING LOAD,THEN THE AXIAL UNITY CHECK VALUE FOR THE MEMBER IS SET EQUAL TO 100 TO INDICATE THAT THE MEMBER HAS BUCKLED (3) THE MAXIMUM COMBINED UNITY CHECK CAN BE THE MAXIMUM SHEAR UNITY CHECK IF IT IS GREATER THAN THE MAXIMUM UNITY CHECK DUE TO BENDING AND AXIAL LOAD (4) THE FOLLOWING ABREVIATIONS ARE USED TO DESCRIBE THE CRITICAL UNITY CHECK CONDITIONS: SHEAR - SHEAR CM+BN - COMPRESSION WITH BENDING TN+BN - TENSION WITH BENDING WEB-SH - WEB SHEAR FLG-SH - FLANGE SHEAR EULER - EULER BUCKLING SACS Release 5.1 DAP Corp. ID=DKFKDFID0302W8SB0035 MPS Support Structure 9 m Height Span Length 201 m DATE 12-FEB-2003 TIME 12:09:45 PST PAGE 4 SACS-IV SYSTEM REACTION FORCES AND MOMENTS ********************* KN ******************** ******************** KN-M ******************* JOINT LOAD FORCE(X) FORCE(Y) FORCE(Z) MOMENT(X) MOMENT(Y) MOMENT(Z) NUMBER CASE 101P 1 4.910 2.594 18.741 0.132 -0.251 -0.002 2 0.566 0.096 0.791 -0.001 0.310 -0.041 3 1.452 0.225 1.845 -0.002 0.827 -0.110 4 79.800 40.925 370.618 7.244 -8.835 -0.439 5 36.947 18.948 171.594 3.354 -4.091 -0.203 6 0.908 0.477 3.900 0.032 -0.055 -0.001 7 2.255 1.157 10.474 0.205 -0.250 -0.012 A 86.184 44.093 394.050 7.407 -8.831 -0.484 B 44.217 22.244 196.080 3.516 -3.569 -0.317 119P 1 -5.075 2.713 19.496 -0.064 -0.041 -0.021 2 0.501 -0.092 -0.754 -0.002 0.267 -0.039

3 1.291 -0.219 -1.755 0.000 0.719 -0.105 4 -109.506 61.457 478.531 -1.483 3.228 -0.863 5 -50.701 28.454 221.556 -0.687 1.495 -0.399 6 -0.944 0.503 4.100 0.023 0.057 -0.002 7 -3.095 1.737 13.524 -0.042 0.091 -0.024 A -115.024 64.580 501.373 -1.526 3.511 -0.926 B -55.428 31.451 243.398 -0.728 2.230 -0.528 181P 1 5.075 -2.713 19.497 0.064 0.041 -0.021 2 0.501 -0.092 0.755 -0.002 0.267 0.039 3 1.304 -0.228 1.800 0.002 0.720 0.105 4 109.500 -61.463 478.525 1.485 -3.229 -0.864 5 50.698 -28.457 221.554 0.687 -1.495 -0.400 6 0.944 -0.503 4.100 -0.023 -0.057 -0.002 7 3.095 -1.737 13.524 0.042 -0.091 -0.024 A 116.020 -64.771 502.877 1.524 -2.979 -0.848 B 58.020 -31.901 246.950 0.730 -0.792 -0.318 199P 1 -4.910 -2.594 18.741 -0.132 0.251 -0.002 2 0.566 0.096 -0.790 -0.001 0.310 0.041 3 1.438 0.221 -1.803 -0.004 0.826 0.109 4 -79.794 -40.919 370.619 -7.249 8.840 -0.440 5 -36.944 -18.945 171.594 -3.356 4.093 -0.204 6 -0.908 -0.477 3.900 -0.032 0.055 -0.001 7 -2.255 -1.156 10.474 -0.205 0.250 -0.012 A -85.045 -43.894 392.469 -7.414 9.456 -0.403 B -41.323 -21.796 192.431 -3.524 5.225 -0.098 SACS Release 5.1 DAP Corp. ID=DKFKDFID0302W8SB0035 MPS Support Structure 9 m Height Span Length 201 m DATE 12-FEB-2003 TIME 12:09:45 PST PAGE 5 SACS-IV SYSTEM REACTION FORCES AND MOMENTS SUMMARY ********************* KN ******************** ******************** KN-M ******************* LOAD FORCE(X) FORCE(Y) FORCE(Z) MOMENT(X) MOMENT(Y) MOMENT(Z) CASE 1 0.000 0.000 76.475 2 2.135 0.008 0.001 3 5.486 -0.002 0.087 4 0.000 0.000 1698.293 5 0.000 0.000 786.298 6 0.000 0.000 15.999 7 0.000 0.000 47.997 A 2.135 0.008 1790.768 B 5.486 -0.002 878.859

SACS Release 5.1 DAP Corp. ID=DKFKDFID0302W8SB0035 MPS Support Structure 9 m Height Span Length 201 m DATE 12-FEB-2003 TIME 12:09:45 PST PAGE 14 ***************** MAXIMUM JOINT DEFLECTION REPORT ***************** LOAD *** X-DIRECTION *** *** Y-DIRECTION *** *** Z-DIRECTION *** CASE JOINT DEFLECTION JOINT DEFLECTION JOINT DEFLECTION CM CM CM 1 499L -0.0032 499L -0.0018 1004 -0.0070 2 401L -0.0017 699L -0.0001 499L -0.0002 3 401L -0.0044 699L -0.0002 499L -0.0006 4 499L -0.0815 499L -0.0985 1004 -0.7606 5 499L -0.0378 499L -0.0456 1004 -0.3522 6 499L -0.0005 499L -0.0004 619L -0.0013 7 499L -0.0023 499L -0.0028 1004 -0.0215 A 499L -0.0870 499L -0.1007 1004 -0.7684 B 499L -0.0459 499L -0.0478 1004 -0.3600 SACS Release 5.1 DAP Corp. ID=DKFKDFID0302W8SB0035 MPS Support Structure 9 m Height Span Length 201 m DATE 12-FEB-2003 TIME 12:09:45 PST PAGE 24 SACS-IV MEMBER UNITY CHECK RANGE SUMMARY GROUP I - UNITY CHECKS GREATER THAN 0.00 AND LESS THAN 0.80 MAXIMUM LOAD DIST AXIAL BENDING STRESS SHEAR FORCE SECOND-HIGHEST THIRD-HIGHEST MEMBER GROUP COMBINED COND FROM STRESS Y Z FY FZ KLY/RY KLZ/RZ UNITY LOAD UNITY LOAD ID UNITY CK NO. END N/MM2 N/MM2 N/MM2 KN KN CHECK COND CHECK COND 301L-319L BR1 0.015 A 5.5 0.05 -3.98 2.24 0.21 -1.34 73.0 73.0 0.012 1 0.012 4 301L-381L BR1 0.019 4 0.0 -0.59 5.71 1.74 -0.22 -0.62 49.3 49.3 0.017 A 0.011 B 319L-399L BR1 0.019 4 3.7 -0.58 5.71 -1.74 -0.22 0.62 49.3 49.3 0.017 A 0.011 B 399L-381L BR1 0.015 A 5.5 -0.04 -4.27 2.14 0.20 -1.37 73.0 73.0 0.014 B 0.012 1 301L-519L BR2 0.033 A 6.0 0.41 -10.12 1.97 0.31 -1.56 80.0 80.0 0.024 4 0.021 B 301L-581L BR2 0.025 A 5.1 1.42 -7.61 2.06 -0.03 -1.35 68.0 68.0 0.021 4 0.015 B 399L-581L BR2 0.034 A 6.0 0.73 -10.33 1.87 0.30 -1.61 80.0 80.0 0.024 4 0.022 B 519L-399L BR2 0.025 A 0.0 1.42 -7.64 -1.84 -0.11 1.37 68.0 68.0 0.021 4 0.016 B 501L-519L BR3 0.060 A 0.0 5.17 -13.20 -12.82 2.18 1.49 47.7 47.7 0.055 4 0.030 B

519L-599L BR3 0.075 A 2.7 5.11 -13.27 -19.04 -3.55 -1.46 35.9 35.9 0.072 4 0.036 B 581L-501L BR3 0.075 A 2.7 5.11 -13.29 -19.11 -3.60 -1.46 35.9 35.9 0.072 4 0.037 B 599L-581L BR3 0.059 A 0.0 5.08 -13.14 -12.73 2.17 1.48 47.7 47.7 0.055 4 0.030 B 519L-601L BR4 0.250 4 4.7 -7.69 58.85 -46.69 -3.81 5.85 62.6 62.6 0.246 A 0.115 5 519L-699L BR4 0.255 4 4.5 -8.25 46.19 60.01 5.41 4.99 60.1 60.1 0.253 A 0.117 5 581L-601L BR4 0.254 4 4.5 -8.25 46.13 59.94 5.40 4.98 60.2 60.2 0.252 A 0.117 5 699L-581L BR4 0.250 4 0.0 -7.69 58.83 46.67 -3.80 -5.85 62.6 62.6 0.247 A 0.115 5 1000-1004 BR5 0.539 A 0.8 -0.14 171.11 3.66 4.49 19.21 10.7 10.7 0.537 4 0.251 B 1000-681L BR5 0.654 A 0.0 -12.58 206.39 4.99 -4.06 -60.39 11.5 11.5 0.653 4 0.303 B 1001-601L BR5 0.635 A 0.0 -7.46 201.02 4.74 -5.56 -80.72 11.5 11.5 0.633 4 0.294 B 1002-619L BR5 0.655 A 0.0 -12.61 206.47 4.96 -4.03 -60.50 11.5 11.5 0.653 4 0.303 B 1003-699L BR5 0.635 A 0.0 -7.46 201.06 4.73 -5.58 -80.76 11.5 11.5 0.633 4 0.295 B 1004-1001 BR5 0.408 A 0.0 -2.07 129.47 4.87 -4.34 19.24 12.2 12.2 0.407 4 0.189 B 1004-1002 BR5 0.539 A 0.0 -0.14 171.14 -3.62 4.47 -19.26 10.7 10.7 0.537 4 0.251 B 1004-1003 BR5 0.408 A 0.0 -2.07 129.46 4.85 -4.34 19.23 12.2 12.2 0.407 4 0.189 B 601L-1002 BR5 0.678 A 0.8 -12.07 214.00 -1.30 -2.86 91.05 11.5 11.5 0.676 4 0.314 B 619L-1003 BR5 0.614 A 0.8 -7.99 194.29 10.66 11.50 50.87 11.5 11.5 0.612 4 0.285 B 681L-1001 BR5 0.614 A 0.8 -7.98 194.30 10.68 11.50 50.89 11.5 11.5 0.613 4 0.285 B 699L-1000 BR5 0.678 A 0.8 -12.03 213.94 -1.32 -2.90 91.11 11.5 11.5 0.676 4 0.314 B 201L-301L LG2 0.008 4 0.5 0.00 2.59 -0.26 -0.39 3.87 4.7 4.7 0.005 1 0.004 5 219L-319L LG2 0.005 A 0.5 0.04 -0.93 -1.18 -1.76 -1.44 4.7 4.7 0.004 4 0.004 1 281L-381L LG2 0.005 A 0.5 0.04 -1.13 -1.08 -1.62 -1.73 4.7 4.7 0.005 B 0.004 4 299L-399L LG2 0.008 4 0.5 0.00 2.60 -0.26 -0.39 3.87 4.7 4.7 0.005 1 0.004 5 301L-401L LG3 0.036 A 2.7 -0.04 10.71 -3.15 -1.62 3.73 24.7 24.7 0.036 4 0.017 B 319L-419L LG3 0.014 4 2.7 0.07 4.33 0.68 0.22 0.87 24.7 24.7 0.014 A 0.007 5

381L-481L LG3 0.014 4 2.7 0.07 4.33 0.68 0.22 0.87 24.7 24.7 0.013 A 0.007 5 399L-499L LG3 0.036 A 2.7 -0.17 10.79 -3.11 -1.67 3.65 24.7 24.7 0.036 4 0.017 B 401L-501L LG4 0.272 A 1.4 -39.48 28.98 -9.77 -2.54 5.79 12.6 12.6 0.272 4 0.127 B 419L-519L LG4 0.262 4 1.4 -48.64 10.84 2.13 0.48 1.83 12.6 12.6 0.262 A 0.124 B 481L-581L LG4 0.263 A 1.4 -50.05 8.67 2.01 0.41 0.47 12.6 12.6 0.262 4 0.125 B 499L-599L LG4 0.272 A 1.4 -39.43 28.81 -9.88 -2.67 5.58 12.6 12.6 0.272 4 0.126 5 501L-601L LG5 0.535 A 4.1 -39.55 -114.60 33.39 8.61 -28.77 37.3 37.3 0.530 4 0.247 B 519L-619L LG5 0.534 A 4.1 -41.09 -111.96 -31.57 -7.65 -27.96 37.3 37.3 0.531 4 0.247 B 581L-681L LG5 0.534 A 4.1 -41.07 -111.88 -31.62 -7.75 -27.80 37.3 37.3 0.530 4 0.246 B 599L-699L LG5 0.535 A 4.1 -39.49 -114.59 33.35 8.51 -28.91 37.3 37.3 0.530 4 0.247 B 101P-201P PL1 0.234 A 0.0 -39.05 -17.42 3.85 -1.05 7.97 8.4 8.4 0.222 4 0.114 B 119P-219P PL1 0.254 A 0.0 -49.90 -3.71 4.83 -3.67 1.74 8.4 8.4 0.242 4 0.125 B 181P-281P PL1 0.253 A 0.0 -50.06 -2.98 4.43 -3.37 1.19 8.4 8.4 0.242 4 0.122 B 199P-299P PL1 0.235 A 0.0 -38.88 -18.28 3.40 -0.70 8.63 8.4 8.4 0.222 4 0.117 B 201P-301P PL2 0.208 A 0.0 -38.99 -7.96 2.54 -1.19 7.01 5.6 5.6 0.194 4 0.104 B 219P-319P PL2 0.241 A 0.0 -49.84 -1.72 0.44 -1.03 3.34 5.6 5.6 0.229 4 0.118 B 281P-381P PL2 0.242 A 0.0 -50.01 -1.65 0.38 -0.88 3.10 5.6 5.6 0.229 4 0.119 B 299P-399P PL2 0.207 A 0.0 -38.82 -8.04 2.50 -1.03 7.30 5.6 5.6 0.194 4 0.103 B 301P-401L PL3 0.214 A 2.7 -38.75 8.76 -2.39 -0.93 2.36 29.8 29.8 0.203 4 0.106 B 319P-419L PL3 0.253 A 2.7 -49.60 3.95 0.64 0.25 0.42 29.8 29.8 0.243 4 0.122 B 381P-481L PL3 0.254 A 2.7 -49.76 3.89 0.68 0.23 0.46 29.8 29.8 0.243 4 0.124 B 399P-499L PL3 0.213 A 2.7 -38.58 8.82 -2.35 -0.96 2.31 29.8 29.8 0.203 4 0.104 B

SACS Release 5.1 DAP Corp. ID=DKFKDFID0302W8SB0035 MPS Support Structure 9 m Height Span Length 201 m DATE 12-FEB-2003 TIME 12:09:45 PST PAGE 29 SACS IV - * * * M E M B E R G R O U P S U M M A R Y * * * API RP2A-LRFD MAX. DIST EFFECTIVE CM GRUP CRITICAL LOAD UNITY FROM * APPLIED STRESSES * *** ALLOWABLE STRESSES *** CRIT LENGTHS * VALUES * ID MEMBER COND CHECK END AXIAL BEND-Y BEND-Z AXIAL EULER BEND-Y BEND-Z COND KLY KLZ Y Z M N/MM2 N/MM2 N/MM2 N/MM2 N/MM2 N/MM2 N/MM2 M M BR1 301L-381L 4 0.02 0.0 -0.59 5.71 1.74 194.73 813.50 311.30 311.30 CM+BN 3.7 3.7 0.85 0.85 BR2 399L-581L A 0.03 6.0 0.73 -10.33 1.87 235.60 308.72 311.30 311.30 TN+BN 6.0 6.0 0.85 0.85 BR3 581L-501L A 0.08 2.7 5.11 -13.29 -19.11 235.601535.06 311.30 311.30 TN+BN 2.7 2.7 0.85 0.85 BR4 519L-699L 4 0.25 4.5 -8.25 46.19 60.01 186.87 546.18 311.30 311.30 CM+BN 4.5 4.5 0.85 0.85 BR5 601L-1002 A 0.68 0.8 -12.07 214.00 -1.30 210.80******* 317.63 317.63 CM+BN 0.8 0.8 0.85 0.85 LG2 299L-399L 4 0.01 0.5 0.00 2.60 -0.26 235.60******* 309.61 309.61 TN+BN 0.5 0.5 0.85 0.85 LG3 399L-499L A 0.04 2.7 -0.17 10.79 -3.11 210.803228.96 309.61 309.61 CM+BN 2.7 2.7 0.85 0.85 LG4 401L-501L A 0.27 1.4 -39.48 28.98 -9.77 209.75******* 309.61 309.61 CM+BN 1.4 1.4 0.85 0.85 LG5 501L-601L A 0.54 4.1 -39.55-114.60 33.39 201.581417.24 309.61 309.61 CM+BN 4.1 4.1 0.85 0.85 PL1 119P-219P A 0.25 0.0 -49.90 -3.71 4.83 210.33******* 314.11 314.11 CM+BN 0.8 0.8 0.85 0.85 PL2 281P-381P A 0.24 0.0 -50.01 -1.65 0.38 210.59******* 314.11 314.11 CM+BN 0.5 0.5 0.85 0.85 PL3 381P-481L A 0.25 2.7 -49.76 3.89 0.68 204.942229.37 314.11 314.11 CM+BN 2.7 2.7 0.85 0.85