saclst

SEASTATE PARAMETERS 2
LOAD CASE 1 INPUTS 6
LOAD CASE 1 OUTPUTS 6
LOAD CASE 2 INPUTS 8
LOAD CASE 2 OUTPUTS 8
LOAD CASE 11N1 INPUTS 9
LOAD CASE 11N1 OUTPUTS 9

COMBINED LOAD CASES 62

OPTIMIZATION DATA 14

MAXIMUM JOINT DEFLECTIONS 483
ELEMENT STRESS AT MAX. UNITY CHECK 2055
PLATE STRESS UNITY CHECK RANGE SUMMARY 2239
PLATE STRESS GROUP SUMMARY 2271
MEMBER UNITY CHECK RANGE SUMMARY 2272
MEMBER GROUP SUMMARY 2455
SACS V8i SELECTseries 3 (v5.6) BCG ID=aA==
*********** SACS IV SEASTATE PROGRAM *********** DATE 24-JUN-2016 TIME 05:50:47 SEA PAGE 1
WHT-BH1 TOPSIDE PRESERVICE ANALYSIS
VERTICAL COORDINATE .................. +Z
ALL MEMBERS .......................... NON-FLOODED
DENSITY OF CONSTRUCTION MATERIAL ..... 7.85 TONNE/M**3
MUDLINE ELEVATION .................... 0.00 M.
WATER DEPTH .......................... 0.00 M.
GENERATE LOADS IN MEMBER COORD. ...... NO
GENERATE LOAD COMBINATIONS ........... YES
GENERATE TIME HISTORY LOADS .......... NO
GENERATE BASE TRANSFER FUNCTION ....... NO
GENERATE WIND GUST LOADS .............. NO

PRINT OPTIONS INPUT ECHO ........................... NO PRINT
OUTPUT ECHO .......................... NO PRINT
SEASTATE INPUT REPORTS ................ NO PRINT
MEMBER SUMMARY FOR SEASTATE LOADS ..... NO PRINT

***** WIND SHIELD ZONE 1 ***** TOP ............ 40.00 M
BOTTOM ......... 8.00 M
LOAD CASE DESCRIPTION
11N1 DECK STRUCTURAL NGDL DRAIN DECK LEVEL
11N2 DECK STRUCTURAL NGDL CELLAR DECK LEVEL
11N3 DECK STRUCTURAL NGDL PRODUCTION DECK LEVEL
11N4 DECK STRUCTURAL NGDL MAIN DECK LEVEL
11N5 BUILDING NGDLS
11N6 HELIDECK NGDL
20N1 PIPING DRY LOADS @ DRAIN DECK
20N2 PIPING DRY LOADS @ CELLAR DECK
20N3 PIPING DRY LOADS @ PRODUCTION DECK
20N4 PIPING DRY LOADS @ MAIN DECK
20N6 PIPING BULK LOADS
35N1 ELECTRICAL EQUIPMENT LOADS @ DRAIN DECK
35N2 ELECTRICAL EQUIPMENT LOADS @ CELLAR DECK
35N3 ELECTRICAL EQUIPMENT LOADS @ PRODUCTION DECK
35N4 ELECTRICAL EQUIPMENT LOADS @ MAIN DECK
35N5 ELECTRICAL EQUIPMENT LOADS @ BUILDING (SGR-LER & BR)
35N6 HELIDECK & ACCESS PLATFORM ELECTRICAL BULK LOADS

36N5 INSTRUMENTATION EQUIPMENT LOADS @ BUILDINGS (SGR-LER & BR)
36N6 HELIDECK & ACCESS PLATFORM INSTRUMENTATION BULK LOAD IN HELIDECK
37N3 HVAC LOADS @ PRODUCTION DECK LEVEL
37N4 HVAC LOADS @ MAIN DECK
37N5 HVAC LOADS @ BUILDINGS (SGR-LER & BR)
60N1 ARCHITECTURAL LOADS @ DRAIN DECK
60N2 ARCHITECTURAL LOADS @ CELLAR DECK
60N3 ARCHITECTURAL LOADS @ PRODUCTION DECK
60N4 ARCHITECTURAL LOADS @ MAIN DECK
60N5 ARCHITECTURAL LOADS @ BUILDINGS (SGR-LER & BR)
60N6 HELIDECK & ACCESS PLATFORM ARCHITECTURAL BULK LOADS
61N1 SAFETY LOADS @ DRAIN DECK
61N2 SAFETY LOADS @ CELLAR DECK
61N3 SAFETY LOADS @ PRODUCTION DECK
61N4 SAFETY LOADS @ MAIN DECK
61N5 SAFETY LOADS @ BUILDINGS (SGR-LER & BR)
61N6 SAFETY LOADS @ HELIDECK
LOAD CASE DESCRIPTION
COGA COUPLE FORCE AT LIFTING POINTS TO SHIFT COG AT-(A)
COGB COUPLE FORCE AT LIFTING POINTS TO SHIFT COG AT-(B)
COGC COUPLE FORCE AT LIFTING POINTS TO SHIFT COG AT-(C)
COGD COUPLE FORCE AT LIFTING POINTS TO SHIFT COG AT-(D)
RESR CONTRACTOR RESERVE IN OPERATING WEIGHT

DEAD LOAD - WITH BUOYANCY
GRAVITY IN -Z DIRECTION
WATER DEPTH *********** 0.00 M
MUDLINE ELEVATION ***** 0.00 M
BUOYANCY BY MARINE METHOD
INCLUDE BUOYANCY BELOW MUDLINE..NO
DEAD LOAD - WITH BUOYANCY
WATER DEPTH = 0.00 0 M.
ELEMENT WEIGHT = 8295.68 8 KN
TOTAL DEAD WEIGHT = 8295.68 8 KN
CENTER OF GRAVITY -X- = 4.81 9 M.
-Y- = 11.59 2 M.
-Z- = 21.41 1 M.
TOTAL BUOYANCY LOAD (DISPLACEMENT) = 0.00 0 KN
CENTER OF BUOYANCY -X- = 0.00 0 M.
-Y- = 0.00 0 M.
-Z- = 0.00 0 M.
*NOTE: BUOYANCE LOAD SHOWN BASED ON MARINE ME THOD
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE 1 ** **** (MOMENTS ABOUT MUDLINE AT ELEVATION 0.00 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 -8295.686 -96163.336 39980.676 0.000
USER INPUT 0.000 0.000 0.000 0.000 0.000 0.000

****** LOAD CASE FACTORS ******

DEAD LOAD - WITHOUT BUOYANCY
GRAVITY IN -Z DIRECTION
WATER DEPTH *********** 0.00 M
MUDLINE ELEVATION ***** 0.00 M
BUOYANCY BY MARINE METHOD
INCLUDE BUOYANCY BELOW MUDLINE..NO
DEAD LOAD - WITHOUT BUOYANCY
WATER DEPTH = 0.00 0 M.
ELEMENT WEIGHT = 8295.68 8 KN
TOTAL DEAD WEIGHT = 8295.68 8 KN
CENTER OF GRAVITY -X- = 4.81 9 M.
-Y- = 11.59 2 M.
-Z- = 21.41 1 M.
TOTAL BUOYANCY LOAD (DISPLACEMENT) = 0.00 0 KN
CENTER OF BUOYANCY -X- = 0.00 0 M.
-Y- = 0.00 0 M.
-Z- = 0.00 0 M.
*NOTE: BUOYANCE LOAD SHOWN BASED ON MARINE ME THOD
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE 2 ** **** (MOMENTS ABOUT MUDLINE AT ELEVATION 0.00 M. )
SEASTATE GENERATED 0.000 0.000 -8295.686 -96163.336 39980.676 0.000
USER INPUT 0.000 0.000 0.000 0.000 0.000 0.000


DECK STRUCTURAL NGDL DRAIN DECK LEVEL
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE 11N1 ** **** (MOMENTS ABOUT MUDLINE AT ELEVATION 0.00 M. )
SEASTATE GENERATED 0.000 0.000 0.000 0.000 0.000 0.000
USER INPUT 0.000 0.000 -185.774 -2117.873 1299.287 0.000

DECK STRUCTURAL NGDL CELLAR DECK LEVEL
USER INPUT 0.000 0.000 -677.383 -5749.209 4327.667 0.000

DECK STRUCTURAL NGDL PRODUCTION DECK LEVEL
USER INPUT 0.000 0.000 -519.190 -4512.659 2254.840 0.000

DECK STRUCTURAL NGDL MAIN DECK LEVEL
USER INPUT 0.000 0.000 -716.049 -7604.821 3720.384 0.000

BUILDING NGDLS
USER INPUT 0.000 0.000 -104.102 -1035.410 -370.962 0.000

HELIDECK NGDL
USER INPUT 0.000 0.000 -382.262 -9898.738 2322.918 0.000

DECK STRUCTURAL NGDL-STAIR WAY
USER INPUT 0.000 0.000 -119.595 -1781.376 -1171.435 0.000

****** RESULTS FOR LOAD CASE 20N1 ******
PIPING DRY LOADS @ DRAIN DECK
USER INPUT 0.000 0.000 -61.229 -957.025 166.908 0.000

PIPING DRY LOADS @ CELLAR DECK
USER INPUT 0.000 0.000 -616.805 -6168.685 -63.255 0.000

PIPING DRY LOADS @ PRODUCTION DECK
USER INPUT 0.000 0.000 -382.018 -3096.909 -378.178 0.000

PIPING DRY LOADS @ MAIN DECK
USER INPUT 0.000 0.000 -35.507 -206.365 492.166 0.000

PIPING BULK LOADS
USER INPUT 0.000 0.000 -20.512 -543.824 133.328 0.000

MECHANICAL EQUIPMENT DRY LOADS @ DRAIN DECK
USER INPUT 0.000 0.000 -81.426 -1202.019 578.037 0.000

MECHANICAL EQUIPMENT DRY LOADS @ CELLAR DECK
USER INPUT 0.000 0.000 -43.170 -521.195 101.367 0.000

MECHANICAL EQUIPMENT DRY LOADS @ PRODUCTION DECK
USER INPUT 0.000 0.000 -206.012 -1021.731 3293.724 0.000

MECHANICAL EQUIPMENT DRY LOADS @ MAIN DECK
USER INPUT 0.000 0.000 -25.510 -217.836 305.425 0.000

ELECTRICAL EQUIPMENT LOADS @ DRAIN DECK
USER INPUT 0.000 0.000 -40.599 -633.948 220.799 0.000

ELECTRICAL EQUIPMENT LOADS @ CELLAR DECK
USER INPUT 0.000 0.000 -29.737 -294.572 193.291 0.000

ELECTRICAL EQUIPMENT LOADS @ PRODUCTION DECK
USER INPUT 0.000 0.000 -29.610 -290.626 192.630 0.000

ELECTRICAL EQUIPMENT LOADS @ MAIN DECK
USER INPUT 0.000 0.000 -197.259 -3189.137 698.993 0.000

ELECTRICAL EQUIPMENT LOADS @ BUILDING (SGR-LER & BR)
USER INPUT 0.000 0.000 -609.818 -9930.972 -77.817 0.000

HELIDECK & ACCESS PLATFORM ELECTRICAL BULK LOADS
USER INPUT 0.000 0.000 -17.657 -453.373 123.516 0.000

INSTRUMENTATION EQUIPMENT LOADS @ DRAIN DECK
USER INPUT 0.000 0.000 -68.032 -969.456 391.187 0.000

INSTRUMENTATION EQUIPMENT LOADS @ CELLAR DECK
USER INPUT 0.000 0.000 -414.372 -4077.935 3073.667 0.000

INSTRUMENTATION EQUIPMENT LOADS @ PRODUCTION DEC K
USER INPUT 0.000 0.000 -461.800 -4197.446 1827.364 0.000

INSTRUMENTATION EQUIPMENT LOADS @ MAIN DECK
USER INPUT 0.000 0.000 -328.830 -3650.033 2137.398 0.000

INSTRUMENTATION EQUIPMENT LOADS @ BUILDINGS (SGR -LER & BR)
USER INPUT 0.000 0.000 -253.158 -882.308 -916.439 0.000

HELIDECK & ACCESS PLATFORM INSTRUMENTATION BULK LOAD IN HELIDECK
USER INPUT 0.000 0.000 -32.657 -828.937 234.142 0.000

HVAC LOADS @ PRODUCTION DECK LEVEL
USER INPUT 0.000 0.000 -9.807 -187.308 -41.679 0.000

HVAC LOADS @ MAIN DECK
USER INPUT 0.000 0.000 -151.022 -875.722 -1812.319 0.000

HVAC LOADS @ BUILDINGS (SGR-LER & BR)
USER INPUT 0.000 0.000 -130.456 -1579.154 -211.933 0.000

ARCHITECTURAL LOADS @ DRAIN DECK
USER INPUT 0.000 0.000 -4.903 -71.101 28.359 0.000

ARCHITECTURAL LOADS @ CELLAR DECK
USER INPUT 0.000 0.000 -4.903 -46.885 31.869 0.000

ARCHITECTURAL LOADS @ PRODUCTION DECK
USER INPUT 0.000 0.000 -0.981 -9.381 6.377 0.000

ARCHITECTURAL LOADS @ MAIN DECK
USER INPUT 0.000 0.000 -58.257 -992.549 182.713 0.000

ARCHITECTURAL LOADS @ BUILDINGS (SGR-LER & BR)
USER INPUT 0.000 0.000 -429.395 -5096.076 -501.226 0.000

HELIDECK & ACCESS PLATFORM ARCHITECTURAL BULK LO ADS
USER INPUT 0.000 0.000 -4.896 -124.974 34.707 0.000

SAFETY LOADS @ DRAIN DECK
USER INPUT 0.000 0.000 -19.865 -306.035 97.058 0.000

SAFETY LOADS @ CELLAR DECK
USER INPUT 0.000 0.000 -11.782 -116.057 76.586 0.000

SAFETY LOADS @ PRODUCTION DECK
USER INPUT 0.000 0.000 -17.668 -200.893 110.662 0.000

SAFETY LOADS @ MAIN DECK
USER INPUT 0.000 0.000 -68.288 -823.587 202.546 0.000

SAFETY LOADS @ BUILDINGS (SGR-LER & BR)
USER INPUT 0.000 0.000 -10.843 -124.277 -40.130 0.000

SAFETY LOADS @ HELIDECK
USER INPUT 0.000 0.000 -17.991 -464.603 125.681 0.000

COUNTER WEIGHT @ MAIN DECK
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE CNTW ** **** (MOMENTS ABOUT MUDLINE AT ELEVATION 0.00 M. )
USER INPUT 0.000 0.000 -2256.320 8134.035 38921.523 0.000

COUPLE FORCE AT LIFTING POINTS TO SHIFT COG AT-( A)
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE COGA ** **** (MOMENTS ABOUT MUDLINE AT ELEVATION 0.00 M. )
USER INPUT 0.000 0.000 0.000 15982.921 -15982.980 0.000

COUPLE FORCE AT LIFTING POINTS TO SHIFT COG AT-( B)
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE COGB ** **** (MOMENTS ABOUT MUDLINE AT ELEVATION 0.00 M. )
USER INPUT 0.000 0.000 0.000 15982.921 15982.980 0.000

COUPLE FORCE AT LIFTING POINTS TO SHIFT COG AT-( C)
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE COGC ** **** (MOMENTS ABOUT MUDLINE AT ELEVATION 0.00 M. )
USER INPUT 0.000 0.000 0.000 -15982.921 -15982.980 0.000

COUPLE FORCE AT LIFTING POINTS TO SHIFT COG AT-( D)
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE COGD ** **** (MOMENTS ABOUT MUDLINE AT ELEVATION 0.00 M. )
USER INPUT 0.000 0.000 0.000 -15982.921 15982.980 0.000

****** RESULTS FOR LOAD CASE RESR ******
CONTRACTOR RESERVE IN OPERATING WEIGHT
****** SUMMATION OF FORCES AND MOMENTS FOR LOAD CASE RESR ** **** (MOMENTS ABOUT MUDLINE AT ELEVATION 0.00 M. )
USER INPUT 0.000 0.000 -981.008 -8829.074 6376.553 0.000

1 1 DEAD LOAD - WITH BUOYANCY
2 2 DEAD LOAD - WITHOUT BUOYANCY
3 11N1 DECK STRUCTURAL NGDL DRAIN DECK LEVEL
4 11N2 DECK STRUCTURAL NGDL CELLAR DECK LEVEL
5 11N3 DECK STRUCTURAL NGDL PRODUCTION DECK LEVEL
6 11N4 DECK STRUCTURAL NGDL MAIN DECK LEVEL
7 11N5 BUILDING NGDLS
8 11N6 HELIDECK NGDL
10 20N1 PIPING DRY LOADS @ DRAIN DECK
11 20N2 PIPING DRY LOADS @ CELLAR DECK
12 20N3 PIPING DRY LOADS @ PRODUCTION DECK
13 20N4 PIPING DRY LOADS @ MAIN DECK
14 20N6 PIPING BULK LOADS
15 30N1 MECHANICAL EQUIPMENT DRY LOADS @ DRAIN DECK
16 30N2 MECHANICAL EQUIPMENT DRY LOADS @ CELLAR DECK
17 30N3 MECHANICAL EQUIPMENT DRY LOADS @ PRODUCTION DECK
18 30N4 MECHANICAL EQUIPMENT DRY LOADS @ MAIN DECK
19 35N1 ELECTRICAL EQUIPMENT LOADS @ DRAIN DECK
20 35N2 ELECTRICAL EQUIPMENT LOADS @ CELLAR DECK
21 35N3 ELECTRICAL EQUIPMENT LOADS @ PRODUCTION DECK
22 35N4 ELECTRICAL EQUIPMENT LOADS @ MAIN DECK
23 35N5 ELECTRICAL EQUIPMENT LOADS @ BUILDING (SGR-LER & BR)

25 36N1 INSTRUMENTATION EQUIPMENT LOADS @ DRAIN DECK
26 36N2 INSTRUMENTATION EQUIPMENT LOADS @ CELLAR DECK
27 36N3 INSTRUMENTATION EQUIPMENT LOADS @ PRODUCTION DECK
28 36N4 INSTRUMENTATION EQUIPMENT LOADS @ MAIN DECK
29 36N5 INSTRUMENTATION EQUIPMENT LOADS @ BUILDINGS (SGR-LER & BR)
30 36N6 HELIDECK & ACCESS PLATFORM INSTRUMENTATION BULK LOAD IN HELIDECK 31 37N3 HVAC LOADS @ PRODUCTION DECK LEVEL
32 37N4 HVAC LOADS @ MAIN DECK
33 37N5 HVAC LOADS @ BUILDINGS (SGR-LER & BR)
34 60N1 ARCHITECTURAL LOADS @ DRAIN DECK
35 60N2 ARCHITECTURAL LOADS @ CELLAR DECK
36 60N3 ARCHITECTURAL LOADS @ PRODUCTION DECK
37 60N4 ARCHITECTURAL LOADS @ MAIN DECK
38 60N5 ARCHITECTURAL LOADS @ BUILDINGS (SGR-LER & BR)
39 60N6 HELIDECK & ACCESS PLATFORM ARCHITECTURAL BULK LOADS
40 61N1 SAFETY LOADS @ DRAIN DECK
41 61N2 SAFETY LOADS @ CELLAR DECK
42 61N3 SAFETY LOADS @ PRODUCTION DECK
43 61N4 SAFETY LOADS @ MAIN DECK
44 61N5 SAFETY LOADS @ BUILDINGS (SGR-LER & BR)
45 61N6 SAFETY LOADS @ HELIDECK

46 CNTW COUNTER WEIGHT @ MAIN DECK
47 COGA COUPLE FORCE AT LIFTING POINTS TO SHIFT COG AT-(A)
48 COGB COUPLE FORCE AT LIFTING POINTS TO SHIFT COG AT-(B)
49 COGC COUPLE FORCE AT LIFTING POINTS TO SHIFT COG AT-(C)
50 COGD COUPLE FORCE AT LIFTING POINTS TO SHIFT COG AT-(D)
51 RESR CONTRACTOR RESERVE IN OPERATING WEIGHT

****** SEASTATE BASIC LOAD CASE SUMMARY ** **** RELATIVE TO MUDLINE ELEVATION
MARINE METHOD LOAD LOAD FX FY FZ MX M Y MZ DEAD LOAD BUOYANCY CASE LABEL (KN) (KN) (KN) (KN-M) (KN- M) (KN-M) (KN) (KN)
1 1 0.00 0.00 -8295.69 -96163.3 399 80.7 0.0 8295.69 0.00 2 2 0.00 0.00 -8295.69 -96163.3 399 80.7 0.0 8295.69 0.00 3 11N1 0.00 0.00 -185.77 -2117.9 12 99.3 0.0 0.00 0.00 4 11N2 0.00 0.00 -677.38 -5749.2 43 27.7 0.0 0.00 0.00 5 11N3 0.00 0.00 -519.19 -4512.7 22 54.8 0.0 0.00 0.00 6 11N4 0.00 0.00 -716.05 -7604.8 37 20.4 0.0 0.00 0.00 7 11N5 0.00 0.00 -104.10 -1035.4 -3 71.0 0.0 0.00 0.00

21 35N3 0.00 0.00 -29.61 -290.6 1 92.6 0.0 0.00 0.00 22 35N4 0.00 0.00 -197.26 -3189.1 6 99.0 0.0 0.00 0.00 23 35N5 0.00 0.00 -609.82 -9931.0 - 77.8 0.0 0.00 0.00 24 35N6 0.00 0.00 -17.66 -453.4 1 23.5 0.0 0.00 0.00 25 36N1 0.00 0.00 -68.03 -969.5 3 91.2 0.0 0.00 0.00 26 36N2 0.00 0.00 -414.37 -4077.9 30 73.7 0.0 0.00 0.00 27 36N3 0.00 0.00 -461.80 -4197.4 18 27.4 0.0 0.00 0.00 28 36N4 0.00 0.00 -328.83 -3650.0 21 37.4 0.0 0.00 0.00 29 36N5 0.00 0.00 -253.16 -882.3 -9 16.4 0.0 0.00 0.00 30 36N6 0.00 0.00 -32.66 -828.9 2 34.1 0.0 0.00 0.00 31 37N3 0.00 0.00 -9.81 -187.3 - 41.7 0.0 0.00 0.00 32 37N4 0.00 0.00 -151.02 -875.7 -18 12.3 0.0 0.00 0.00 33 37N5 0.00 0.00 -130.46 -1579.2 -2 11.9 0.0 0.00 0.00 34 60N1 0.00 0.00 -4.90 -71.1 28.4 0.0 0.00 0.00 35 60N2 0.00 0.00 -4.90 -46.9 31.9 0.0 0.00 0.00 36 60N3 0.00 0.00 -0.98 -9.4 6.4 0.0 0.00 0.00 37 60N4 0.00 0.00 -58.26 -992.5 1 82.7 0.0 0.00 0.00

****** SEASTATE BASIC LOAD CASE SUMMARY ** **** RELATIVE TO MUDLINE ELEVATION
MARINE METHOD LOAD LOAD FX FY FZ MX M Y MZ DEAD LOAD BUOYANCY CASE LABEL (KN) (KN) (KN) (KN-M) (KN- M) (KN-M) (KN) (KN)

***** SEASTATE COMBINED LOAD CASES *****
52 300 1.0 * 1 + 0.133 * 2
1 100.00 DEAD LOAD - WITH BUOYANCY
2 13.30 DEAD LOAD - WITHOUT BUOYANCY
FX FY FZ MX MY MZ
(KN) (KN) (KN) (KN-M) (KN-M) (KN-M)
1 0.000 0.000 -8295.686 -96163.336 39980.676 0.000 2 0.000 0.000 -1103.326 -12789.724 5317.430 0.000
TOTAL 0.000 0.000 -9399.012 -108953.062 45298.105 0.000
53 EQPD 1.0 * 30N1 + 1.0 * 30N2 + 1.0 * 30 N3 + 1.0 * 30N4
30N1 100.00 MECHANICAL EQUIPMENT DRY LOADS @ DRAIN D ECK
30N2 100.00 MECHANICAL EQUIPMENT DRY LOADS @ CELLAR DECK
30N3 100.00 MECHANICAL EQUIPMENT DRY LOADS @ PRODUCT ION DECK
30N4 100.00 MECHANICAL EQUIPMENT DRY LOADS @ MAIN DE CK
FX FY FZ MX MY MZ

30N4 0.000 0.000 -25.510 -217.836 305.425 0.000
TOTAL 0.000 0.000 -356.119 -2962.780 4278.553 0.000
54 PIPD 1.17 * 20N1 + 1.17 * 20N2 + 1.17 * 20 N3 + 1.17 * 20N4 +
20N1 117.00 PIPING DRY LOADS @ DRAIN DECK
20N2 117.00 PIPING DRY LOADS @ CELLAR DECK
20N3 117.00 PIPING DRY LOADS @ PRODUCTION DECK
20N4 117.00 PIPING DRY LOADS @ MAIN DECK
20N6 117.00 PIPING BULK LOADS
FX FY FZ MX MY MZ
20N1 0.000 0.000 -71.638 -1119.719 195.282 0.000 20N2 0.000 0.000 -721.661 -7217.361 -74.009 0.000 20N3 0.000 0.000 -446.961 -3623.384 -442.468 0.000 20N4 0.000 0.000 -41.543 -241.447 575.834 0.000
20N6 0.000 0.000 -23.999 -636.274 155.994 0.000
TOTAL 0.000 0.000 -1305.803 -12838.184 410.633 0.000
55 ELEC 1.0 * 35N1 + 1.0 * 35N2 + 1.0 * 35 N3 + 1.0 * 35N4 + +
35N1 100.00 ELECTRICAL EQUIPMENT LOADS @ DRAIN DECK
35N2 100.00 ELECTRICAL EQUIPMENT LOADS @ CELLAR DECK
35N3 100.00 ELECTRICAL EQUIPMENT LOADS @ PRODUCTION DECK
35N4 100.00 ELECTRICAL EQUIPMENT LOADS @ MAIN DECK
35N5 100.00 ELECTRICAL EQUIPMENT LOADS @ BUILDING (S GR-LER & BR)
35N6 100.00 HELIDECK & ACCESS PLATFORM ELECTRICAL BU LK LOADS
FX FY FZ MX MY MZ
(KN) (KN) (KN) (KN-M)
(KN-M) (KN-M)
35N1 0.000 0.000 -40.599 -633.948 220.799 0.000 35N2 0.000 0.000 -29.737 -294.572 193.291 0.000 35N3 0.000 0.000 -29.610 -290.626 192.630 0.000 35N4 0.000 0.000 -197.259 -3189.137 698.993 0.000 35N5 0.000 0.000 -609.818 -9930.972 -77.817 0.000 35N6 0.000 0.000 -17.657 -453.373 123.516 0.000
TOTAL 0.000 0.000 -924.680 -14792.629 1351.413 0.000
56 INST 1.0 * 36N1 + 1.0 * 36N2 + 1.0 * 36 N3 + 1.0 * 36N4 + +
36N1 100.00 INSTRUMENTATION EQUIPMENT LOADS @ DRAIN DECK
36N2 100.00 INSTRUMENTATION EQUIPMENT LOADS @ CELLAR DECK
36N3 100.00 INSTRUMENTATION EQUIPMENT LOADS @ PRODUC TION DECK
36N4 100.00 INSTRUMENTATION EQUIPMENT LOADS @ MAIN D ECK
36N5 100.00 INSTRUMENTATION EQUIPMENT LOADS @ BUILDI NGS (SGR-LER & BR)
36N6 100.00 HELIDECK & ACCESS PLATFORM INSTRUMENTATI ON BULK LOAD IN HELIDECK
FX FY FZ MX MY MZ
36N1 0.000 0.000 -68.032 -969.456 391.187 0.000 36N2 0.000 0.000 -414.372 -4077.935 3073.667 0.000 36N3 0.000 0.000 -461.800 -4197.446 1827.364 0.000 36N4 0.000 0.000 -328.830 -3650.033 2137.398 0.000 36N5 0.000 0.000 -253.158 -882.308 -916.439 0.000 36N6 0.000 0.000 -32.657 -828.937 234.142 0.000
TOTAL 0.000 0.000 -1558.849 -14606.115 6747.319 0.000
57 HVAC 1.0 * 37N3 + 1.0 * 37N4 + 1.0 * 37 N5

37N4 100.00 HVAC LOADS @ MAIN DECK
37N5 100.00 HVAC LOADS @ BUILDINGS (SGR-LER & BR)
FX FY FZ MX MY MZ
37N3 0.000 0.000 -9.807 -187.308 -41.679 0.000 37N4 0.000 0.000 -151.022 -875.722 -1812.319 0.000 37N5 0.000 0.000 -130.456 -1579.154 -211.933 0.000
TOTAL 0.000 0.000 -291.285 -2642.185 -2065.930 0.000

COMBINED BASIC PERCENT DESCRIPTION LOAD LABEL LABEL CASE
58 ARCH 1.0 * 60N1 + 1.0 * 60N2 + 1.0 * 60 N3 + 1.0 * 60N4 + +
60N1 100.00 ARCHITECTURAL LOADS @ DRAIN DECK
60N2 100.00 ARCHITECTURAL LOADS @ CELLAR DECK
60N3 100.00 ARCHITECTURAL LOADS @ PRODUCTION DECK
60N4 100.00 ARCHITECTURAL LOADS @ MAIN DECK
60N5 100.00 ARCHITECTURAL LOADS @ BUILDINGS (SGR-LER & BR)
60N6 100.00 HELIDECK & ACCESS PLATFORM ARCHITECTURAL BULK LOADS
FX FY FZ MX MY MZ
60N1 0.000 0.000 -4.903 -71.101 28.359 0.000 60N2 0.000 0.000 -4.903 -46.885 31.869 0.000 60N3 0.000 0.000 -0.981 -9.381 6.377 0.000 60N4 0.000 0.000 -58.257 -992.549 182.713 0.000 60N5 0.000 0.000 -429.395 -5096.076 -501.226 0.000 60N6 0.000 0.000 -4.896 -124.974 34.707 0.000
TOTAL 0.000 0.000 -503.335 -6340.965 -217.201 0.000
59 SFTY 1.0 * 61N1 + 1.0 * 61N2 + 1.0 * 61 N3 + 1.0 * 61N4 + +
61N1 100.00 SAFETY LOADS @ DRAIN DECK
61N2 100.00 SAFETY LOADS @ CELLAR DECK

61N5 100.00 SAFETY LOADS @ BUILDINGS (SGR-LER & BR)
61N6 100.00 SAFETY LOADS @ HELIDECK
FX FY FZ MX MY MZ
61N1 0.000 0.000 -19.865 -306.035 97.058 0.000 61N2 0.000 0.000 -11.782 -116.057 76.586 0.000 61N3 0.000 0.000 -17.668 -200.893 110.662 0.000 61N4 0.000 0.000 -68.288 -823.587 202.546 0.000 61N5 0.000 0.000 -10.843 -124.277 -40.130 0.000 61N6 0.000 0.000 -17.991 -464.603 125.681 0.000
TOTAL 0.000 0.000 -146.438 -2035.452 572.402 0.000
60 NGDL 1.03 * 11N1 + 1.03 * 11N2 + 1.03 * 11 N3 + 1.03 * 11N4 + + + +
11N1 103.00 DECK STRUCTURAL NGDL DRAIN DECK LEVEL
11N2 103.00 DECK STRUCTURAL NGDL CELLAR DECK LEVEL
11N3 103.00 DECK STRUCTURAL NGDL PRODUCTION DECK LEV EL
11N4 103.00 DECK STRUCTURAL NGDL MAIN DECK LEVEL
11N5 103.00 BUILDING NGDLS
11N6 103.00 HELIDECK NGDL
11N7 103.00 DECK STRUCTURAL NGDL-STAIR WAY
PIPD 8.81 1.17 * 20N1 + 1.17 * 20N2 + 1.17 * 20 N3 + 1.17 * 20N4 +
EQPD 15.45 1.0 * 30N1 + 1.0 * 30N2 + 1.0 * 30 N3 + 1.0 * 30N4
FX FY FZ MX MY MZ
11N1 0.000 0.000 -191.347 -2181.409 1338.266 0.000

11N2 0.000 0.000 -697.705 -5921.686 4457.498 0.000 11N3 0.000 0.000 -534.766 -4648.039 2322.485 0.000 11N4 0.000 0.000 -737.530 -7832.965 3831.996 0.000 11N5 0.000 0.000 -107.225 -1066.473 -382.090 0.000 11N6 0.000 0.000 -393.730 -10195.700 2392.606 0.000 11N7 0.000 0.000 -123.182 -1834.818 -1206.578 0.000 PIPD 0.000 0.000 -115.041 -1131.044 36.177 0.000 EQPD 0.000 0.000 -55.020 -457.750 661.036 0.000
TOTAL 0.000 0.000 -2955.546 -35269.883 13451.394 0.000

COMBINED BASIC PERCENT DESCRIPTION LOAD LABEL LABEL CASE
61 1000 1.15 * EQPD + 1.15 * PIPD + 1.15 * EL EC + 1.15 * INST + + + +
EQPD 115.00 1.0 * 30N1 + 1.0 * 30N2 + 1.0 * 30 N3 + 1.0 * 30N4
PIPD 115.00 1.17 * 20N1 + 1.17 * 20N2 + 1.17 * 20 N3 + 1.17 * 20N4 +
ELEC 115.00 1.0 * 35N1 + 1.0 * 35N2 + 1.0 * 35 N3 + 1.0 * 35N4 + +
INST 115.00 1.0 * 36N1 + 1.0 * 36N2 + 1.0 * 36 N3 + 1.0 * 36N4 + +
HVAC 115.00 1.0 * 37N3 + 1.0 * 37N4 + 1.0 * 37 N5
ARCH 115.00 1.0 * 60N1 + 1.0 * 60N2 + 1.0 * 60 N3 + 1.0 * 60N4 + +
SFTY 115.00 1.0 * 61N1 + 1.0 * 61N2 + 1.0 * 61 N3 + 1.0 * 61N4 + +
NGDL 110.00 1.03 * 11N1 + 1.03 * 11N2 + 1.03 * 11 N3 + 1.03 * 11N4 + + + +
300 100.00 1.0 * 1 + 0.133 * 2
RESR 57.50 CONTRACTOR RESERVE IN OPERATING WEIGHT
FX FY FZ MX MY MZ

300 0.000 0.000 -9399.012 -108953.062 45298.105 0.000 RESR 0.000 0.000 -564.080 -5076.718 3666.518 0.000
TOTAL 0.000 0.000 -19063.678 -217477.703 76499.922 0.000
62 LIFT 1.0 * 1000 + 1.0 * CNTW
1000 100.00 1.15 * EQPD + 1.15 * PIPD + 1.15 * EL EC + 1.15 * INST + + + +
CNTW 100.00 COUNTER WEIGHT @ MAIN DECK
FX FY FZ MX MY MZ
1000 0.000 0.000 -19063.678 -217477.703 76499.922 0.000 CNTW 0.000 0.000 -2256.320 8134.035 38921.523 0.000
TOTAL 0.000 0.000 -21319.998 -209343.672 115421.445 0.000
63 A135 1.35 * LIFT + 1.35 * COGA
LIFT 135.00 1.0 * 1000 + 1.0 * CNTW
COGA 135.00 COUPLE FORCE AT LIFTING POINTS TO SHIFT COG AT-(A)
FX FY FZ MX MY MZ
LIFT 0.000 0.000 -28781.998 -282613.969 155818.953 0.000 COGA 0.000 0.000 0.000 21576.943 -21577.023 0.000
TOTAL 0.000 0.000 -28781.998 -261037.031 134241.938 0.000
64 A200 2.0 * LIFT + 2.0 * COGA
LIFT 200.00 1.0 * 1000 + 1.0 * CNTW

FX FY FZ MX MY MZ
LIFT 0.000 0.000 -42639.996 -418687.344 230842.891 0.000 COGA 0.000 0.000 0.000 31965.842 -31965.961 0.000
TOTAL 0.000 0.000 -42639.996 -386721.500 198876.938 0.000
65 B135 1.35 * LIFT + 1.35 * COGB
LIFT 135.00 1.0 * 1000 + 1.0 * CNTW
COGB 135.00 COUPLE FORCE AT LIFTING POINTS TO SHIFT COG AT-(B)
FX FY FZ MX MY MZ
LIFT 0.000 0.000 -28781.998 -282613.969 155818.953 0.000 COGB 0.000 0.000 0.000 21576.943 21577.023 0.000
TOTAL 0.000 0.000 -28781.998 -261037.031 177395.969 0.000
66 B200 2.0 * LIFT + 2.0 * COGB
LIFT 200.00 1.0 * 1000 + 1.0 * CNTW
COGB 200.00 COUPLE FORCE AT LIFTING POINTS TO SHIFT COG AT-(B)
FX FY FZ MX MY MZ
LIFT 0.000 0.000 -42639.996 -418687.344 230842.891 0.000 COGB 0.000 0.000 0.000 31965.842 31965.961 0.000
TOTAL 0.000 0.000 -42639.996 -386721.500 262808.844 0.000
67 C135 1.35 * LIFT + 1.35 * COGC

LIFT 135.00 1.0 * 1000 + 1.0 * CNTW
COGC 135.00 COUPLE FORCE AT LIFTING POINTS TO SHIFT COG AT-(C)
FX FY FZ MX MY MZ
LIFT 0.000 0.000 -28781.998 -282613.969 155818.953 0.000 COGC 0.000 0.000 0.000 -21576.943 -21577.023 0.000
TOTAL 0.000 0.000 -28781.998 -304190.906 134241.938 0.000
68 C200 2.0 * LIFT + 2.0 * COGC
LIFT 200.00 1.0 * 1000 + 1.0 * CNTW
COGC 200.00 COUPLE FORCE AT LIFTING POINTS TO SHIFT COG AT-(C)
FX FY FZ MX MY MZ
LIFT 0.000 0.000 -42639.996 -418687.344 230842.891 0.000 COGC 0.000 0.000 0.000 -31965.842 -31965.961 0.000
TOTAL 0.000 0.000 -42639.996 -450653.188 198876.938 0.000
69 D135 1.35 * LIFT + 1.35 * COGD
LIFT 135.00 1.0 * 1000 + 1.0 * CNTW
COGD 135.00 COUPLE FORCE AT LIFTING POINTS TO SHIFT COG AT-(D)
FX FY FZ MX MY MZ

70 D200 2.0 * LIFT + 2.0 * COGD
LIFT 200.00 1.0 * 1000 + 1.0 * CNTW
COGD 200.00 COUPLE FORCE AT LIFTING POINTS TO SHIFT COG AT-(D)
FX FY FZ MX MY MZ
LIFT 0.000 0.000 -42639.996 -418687.344 230842.891 0.000 COGD 0.000 0.000 0.000 -31965.842 31965.961 0.000
TOTAL 0.000 0.000 -42639.996 -450653.188 262808.844 0.000
71 N135 1.35 * LIFT
LIFT 0.000 0.000 -28781.998 -282613.969 155818.953 0.000
TOTAL 0.000 0.000 -28781.998 -282613.969 155818.953 0.000
72 N200 2.0 * LIFT
LIFT 0.000 0.000 -42639.996 -418687.344 230842.891 0.000
TOTAL 0.000 0.000 -42639.996 -418687.344

73 STRL 1.0 * 300 + 1.1 * NGDL
300 100.00 1.0 * 1 + 0.133 * 2
NGDL 110.00 1.03 * 11N1 + 1.03 * 11N2 + 1.03 * 11 N3 + 1.03 * 11N4 + + + +
FX FY FZ MX MY MZ
300 0.000 0.000 -9399.012 -108953.062 45298.105 0.000 NGDL 0.000 0.000 -3251.101 -38796.871 14796.533 0.000
TOTAL 0.000 0.000 -12650.113 -147749.938 60094.641 0.000

***** SEASTATE COMBINED LOAD CASE SUMMARY * **** RELATIVE TO MUDLINE ELEVATION LOAD LOAD FX FY FZ MX M Y MZ CASE LABEL (KN) (KN) (KN) (KN-M) (KN- M) (KN-M)
52 300 0.00 0.00 -9399.01 -108953.1 452 98.1 0.0 53 EQPD 0.00 0.00 -356.12 -2962.8 42 78.6 0.0 54 PIPD 0.00 0.00 -1305.80 -12838.2 4 10.6 0.0 55 ELEC 0.00 0.00 -924.68 -14792.6 13 51.4 0.0 56 INST 0.00 0.00 -1558.85 -14606.1 67 47.3 0.0 57 HVAC 0.00 0.00 -291.28 -2642.2 -20 65.9 0.0 58 ARCH 0.00 0.00 -503.34 -6341.0 -2 17.2 0.0 59 SFTY 0.00 0.00 -146.44 -2035.5 5 72.4 0.0

************* SEASTATE LOAD CASE CE NTER REPORT ************* RELATIVE TO STRUCTU RAL ORIGIN LOAD LOAD ********* X - DIRECTION ********* ********* Y - DIRECTI ON ********* ********* 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 -8295.69 4.82 11.59 21.41
2 2 0.00 0.00 -8295.69 4.82 11.59 21.41
3 11N1 0.00 0.00 -185.77 6.99 11.40 9.85
4 11N2 0.00 0.00 -677.38 6.39 8.49 15.90
5 11N3 0.00 0.00 -519.19 4.34 8.69 19.89
6 11N4 0.00 0.00 -716.05 5.20 10.62 25.97
7 11N5 0.00 0.00 -104.10 -3.56 9.95 29.50
8 11N6 0.00 0.00 -382.26 6.08 25.90 36.27
9 11N7 0.00 0.00 -119.59 -9.80 14.90 21.41
10 20N1 0.00 0.00 -61.23 2.73 15.63 8.71
11 20N2 0.00 0.00 -616.80 -0.10 10.00 15.70
12 20N3 0.00 0.00 -382.02 -0.99 8.11 19.72
13 20N4 0.00 0.00 -35.51 13.86 5.81 28.28
14 20N6 0.00 0.00 -20.51 6.50 26.51 37.32
15 30N1 0.00 0.00 -81.43 7.10 14.76 11.80
16 30N2 0.00 0.00 -43.17 2.35 12.07 15.83
17 30N3 0.00 0.00 -206.01 15.99 4.96 22.71
18 30N4 0.00 0.00 -25.51 11.97 8.54 29.05
19 35N1 0.00 0.00 -40.60 5.44 15.61 8.73
20 35N2 0.00 0.00 -29.74 6.50 9.91 15.70

************* SEASTATE LOAD CASE CE NTER REPORT ************* RELATIVE TO STRUCTU RAL ORIGIN LOAD LOAD ********* X - DIRECTION ********* ********* Y - DIRECTI ON ********* ********* 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)
46 CNTW 0.00 0.00 -2256.32 17.25 -3.61 25.89
47 COGA 0.00 0.00 COUPLE
48 COGB 0.00 0.00 0.00
49 COGC 0.00 0.00 0.00
50 COGD 0.00 0.00 COUPLE
51 RESR 0.00 0.00 -981.01 6.50 9.00 17.75
52 300 0.00 0.00 -9399.01 4.82 11.59 21.41
53 EQPD 0.00 0.00 -356.12 12.01 8.32 19.84
54 PIPD 0.00 0.00 -1305.80 0.31 9.83 17.49
55 ELEC 0.00 0.00 -924.68 1.46 16.00 23.35
56 INST 0.00 0.00 -1558.85 4.33 9.37 21.03
57 HVAC 0.00 0.00 -291.28 -7.09 9.07 25.70
58 ARCH 0.00 0.00 -503.34 -0.43 12.60 25.10
59 SFTY 0.00 0.00 -146.44 3.91 13.90 23.53
60 NGDL 0.00 0.00 -2955.55 4.55 11.93 22.32
61 1000 0.00 0.00 -19063.68 4.01 11.41 21.39
62 LIFT 0.00 0.00 -21320.00 5.41 9.82 21.87
63 A135 0.00 0.00 -28782.00 4.66 9.07 21.87
64 A200 0.00 0.00 -42640.00 4.66 9.07 21.87
65 B135 0.00 0.00 -28782.00 6.16 9.07 21.87

WHT-BH1 TOPSIDE PRESERVICE ANALYSIS DATE 24-JUN-2016 TIME 05:50:56 PRE PAGE 1
PRE VERSION 6.1.6.1
EXECUTION ....SHEAR DEFORMATION INCLUDED ....UNITY CHECK API RP2A 21ST EDITION ....DKT PLATES SELECTED ....NO SEGMENTS FOR PRISMATIC MEMBERS 10 ....NO SEGMENTS/SECTION FOR NON-PRISMATIC MEMBERS 2
REPORTS SELECTED ....JOINT DEFLECTIONS.......................PRINT ....GROUP SUMMARY...........................PRINT ....ELEMENT STRESS AT MAXIMUM UNITY CHECK...PRINT ....ELEMENT INTERNAL LOADS..................PRINT

TUBULAR MEMBER PROPERTIES
JOINT WALL OUTSIDE E G AXIAL ***** MOMENTS OF INERTIA **** YIELD KY KZ SHEAR RING SECT TAPER GRP M/S THICK THICK DIAM. 1000 1000 AREA X-X Y-Y Z -Z STRESS AREA SPACE LENG M CM CM KN/CM2KN/CM2CM**2 CM**4 CM**4 CM **4 KN/CM2 CM**2 M M



WIDE FLANGE/WIDE FLANGE COMPACT,MEMBER PR OPERTIES
** FLANGE ** WEB FILET E G AXIAL **** MOMENTS OF I NERTIA **** YIELD KY KZ FLANGE-BRC SECT TPR GRP M/S THICK WIDTH THICK RAD. DEPTH 1000 1000 AREA X-X Y-Y Z-Z STRESS TOP BOT LEN CM CM CM CM CM KN/CM2KN/CM2 CM**2 CM**4 CM** 4 CM**4 KN/CM2 M M M

WIDE FLANGE/WIDE FLANGE COMPACT,MEMBER PR OPERTIES
** FLANGE ** WEB FILET E G AXIAL **** MOMENTS OF I NERTIA **** YIELD KY KZ FLANGE-BRC SECT TPR GRP M/S THICK WIDTH THICK RAD. DEPTH 1000 1000 AREA X-X Y-Y Z-Z STRESS TOP BOT LEN CM CM CM CM CM KN/CM2KN/CM2 CM**2 CM**4 CM** 4 CM**4 KN/CM2 M M M

BOX MEMBER PROPERTIES
JOINT SIDE TOP/BOT E G AXIAL ***** MOMENT S OF INERTIA ***** YIELD KY KZ BRACE SECT GRP M/S THICK HEIGHT THICK WIDTH THICK 1000 1000 AREA X-X Y-Y Z-Z STRESS LENGTH LEN.
M CM CM CM CM KN/CM2KN/CM2 CM**2 CM**4 CM**4 CM**4 KN/CM2 M M

PRISMATIC MEMBER PROPERTIES
JOINT E G AXIAL ****** MOMENTS OF I NERTIA ****** YIELD KY KZ SECTION GRP M/S THICK HEIGHT WIDTH 1000 1000 AREA X-X Y-Y
Z-Z STRESS LENGTH M CM CM KN/CM2KN/CM2 CM**2 CM**4 CM**4 CM**4 KN/CM2 M

CHANNEL MEMBER REPORT
M STIFN WEB FLANGE E G AXIAL ***** MOMENT S OF INERTIA ***** YIELD BRACE SECT GRP S USAGE HEIGHT WIDTH THICK THICK Y-BAR 1000 1000 AREA X-X Y-Y Z-Z STRESS KY KZ LEN. LEN.
CM CM CM CM CM KN/CM2KN/CM2 CM**2 CM**4 CM**4 CM**4 KN/CM2 M M

CONE MEMBER PROPERTIES

PLATE GIRDER MEMBER PROPERTIES
**** MATE RIAL PROP **** AXIAL **** MOMENTS OF INERTIA **** GRUP * FLANGE * TOTAL WEB FILET MEMB FLANGE-BRC STIFF K-FACTOR SECT E G FY FY AREA X-X Y-Y Z-Z W T DEPTH T RAD. CLASS TOP BOT SPACE Y Z LEN 1000 10 00 FLNG WEB CM CM CM CM CM M M M M KN/CM2KN /CM2KN/CM2KN/CM2CM**2 CM**4 CM**4 CM**4

*************** PLATE STIFFENER DES CRIPTIONS ***************
************** CROSS SECTION DETAILS ************** ******* PROPERTIES *******
BRKT UNSUPP GIRD YIELD
TYPE SECTION A B C D E F SPAC LENGTH OPT AREA Z-BAR I STRESS
CM CM CM CM CM CM CM CM (CM**2) (CM) (CM**4) (KN/CM2)

PLATE GROUP REPORT
PLATE THICK TYPE ELAST POIS. YIELD ********** X-STIFFENERS ********** ****** **** Y-STIFFENERS ********** *** PLATE OFFSETS *** GROUP MOD RATIO STRESS TX IY DXU DXL SPAC TY
IX DYU DYL SPAC DPY DPX Z-OFF 1000 CM KN/CM2 KN/CM2 CM/CM CM**4/CM CM CM CM CM/CM CM**4/CM CM CM CM CM CM CM

OPTIMIZATION DATA

**** LOAD CASE STATUS REPORT ****
LOAD LOAD PRINT DEAD P-DELTA LOAD AMOD CASE ID OPTION LOAD LOAD FACTOR FACTOR

WHT-BH1 TOPSIDE PRESERVICE ANALYSIS DATE 24-JUN-2016 TIME 05:51:05 SLV PAGE 1
SLV VERSION 6.1.6.1
** SACS PROBLEM DESCRIPTION **
PRINT OPTION .............. 0
APPLIED LOAD SUMMARY
LOAD CASE TOTAL FORCE(X) TOTAL FORCE(Y) TOTAL FORCE(Z) NO. ID KN KN KN

MATRIX TRIANGULARIZATION COMPLETE
MAX. SIGNIFICANT DIGITS LOST = 4 SOLUTION ACCURATE TO 11 DIGITS OUT OF POSSIBLE 15
FORWARD SUBSTITUTION COMPLETE
BACK SUBSTITUTION COMPLETE
FIXED DEGREE OF FREEDOM REACTION SUMMARY

SPRING FORCE SUMMARY

WHT-BH1 TOPSIDE PRESERVICE ANALYSIS DATE 24-JUN-2016 TIME 05:51:15 PST PAGE 1
PST VERSION 6.1.6.1
******* SACS MODEL PARAMETERS ********
UNITY CHECK ....... API RP2A 21ST/AISC 9TH
JOINT DEFLECTION REPORT ...................YES
GROUP SUMMARY REPORT ......................YES
MEMBER INTERNAL LOADS SUMMARY REPORT ......NO
ELEMENT UNITY CHECK REPORT ................NO
ELEMENT DETAIL REPORT .....................NO
JOINT REACTIONS REPORT ....................NO
***** SACS LOAD CASE REPORT *****
LOAD LOAD TYPE PRINT AMOD WATER LC FACTOR LC FACTOR LC FACTOR LC FACTOR LC FACTOR LC FACTOR NO. CASE OPTION FACTOR DEPTH M
1 A135 BASIC YES 1.000 0.0
2 A200 BASIC YES 1.000 0.0
3 B135 BASIC YES 1.000 0.0
4 B200 BASIC YES 1.000 0.0
5 C135 BASIC YES 1.000 0.0
6 C200 BASIC YES 1.000 0.0
7 D135 BASIC YES 1.000 0.0
8 D200 BASIC YES 1.000 0.0
9 N135 BASIC YES 1.000 0.0
10 N200 BASIC YES 1.000 0.0

*** SACS POST PROCESSOR COMMENTS ***
** THE USER SHOULD TAKE NOTE OF THE FOLLOWING COMMENTS REGARDING THE S ACS POST PROCESSOR OUTPUT **
BEAMS
(1) INTERNAL LOADS FOR MEMBERS ARE PRESENTED IN THE CLASSICAL ENGIN EERING SIGN CONVENTION AS DESCRIBED BY TIMOSHENKO
(2) IF THE AXIAL COMPRESSIVE LOAD ON A MEMBER EXCEEDS THE EULER BUC KLING LOAD, THEN THE AXIAL UNITY CHECK VALUE FOR THE MEMBER IS AUGMENTED BY 100 TO I NDICATE 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 L OAD
(4) THE FOLLOWING ABBREVIATIONS ARE USED TO DESCRIBE THE CRITICAL U NITY CHECK CONDITIONS:
TN+BN - TENSION PLUS BENDING BEND - BENDING ONLY (COMP. ALLOWABLES) C<.15 - COMPRESSION WITH AXIAL LOAD RATIO <.15 (AISC H1-3)
C>.15A - COMPRESSION/BENDING INTERACTION WITH CM'S AND AXIAL LOAD AMPLIFICATION (AISC H1-1) C>.15B - COMPRESSION/BENDING INTERACTION WITHOUT CM'S AND WIT HOUT AXIAL LOAD AMPLIFICATION (AISC H1-2) SHEAR - EXCEEDS SHEAR ALLOWABLE L.BEND - CONES: LOCAL BENDING AT CONE - CYL. INTERFACE HOOP - CONES: HOOP COMPRESSION OR TENSION EULER - EULER BUCKLING HYDRO - HYDROSTATIC COLLAPSE
(5) THE FOLLOWING ABBREVIATIONS ARE USED TO DESCRIBE THE CRITICAL U NITY CHECK CONDITIONS FOR CONCRETE:
COLBUC - COLUMN BUCKLING CM+BN - COMPRESSION WITH BENDING IN COLUMN ELEMENT TN+BN - TENSION WITH BENDING IN COLUMN ELEMENT SHEAR - SHEAR
TORS - TORSION BEND-Y - PURE BENDING IN BEAM ELEMENT ABOUT LOCAL Y AXIS
REINF - REINFORCEMENT RATIO
(6) FOR EARTHQUAKE ANALYSIS WITH 'PRST' OR 'PRSC' OPTION, ONLY THE FORCES AND MEMENTS AT MEMBER ENDS ARE MEANINGFUL. 'JO' STRESS OPTION IS RECOMMENDED.

AND 11000 KSI (75.8 GPA) ARE CONSIDERED ALUMINUM AND THE ALUMINUM CONSTRUCTION MANUAL-SPEC FOR ALUMI
NUM STRUCTURES 5TH EDITION 1986 IS APPLIED.
PLATES

SACS-IV SYSTEM JOINT DEFLECTIONS AND ROT ATIONS
**************** CENTIMETERS **************** ***************** * RADIANS ****************** JOINT LOAD DEFL(X) DEFL(Y) DEFL(Z) ROT(X)
ROT(Y) ROT(Z) NUMBER CASE
A200 65.0529785 92.7701111 -33.4834404 0.0188787 -0.0229487 -0.0283246
B135 -56.9438934 48.5273743 -5.6179013 0.0115375 0.0135583 -0.0022273
B200 -84.3592148 71.8913651 -8.3228559 0.0170923 0.0200858 -0.0032998
C135 60.1708679 -51.5006218 2.7871497 -0.0124839 -0.0142985 0.0025180
C200 89.1451111 -76.2999268 4.1293454 -0.0184953 -0.0211837 0.0037305
D135 -40.6832161 -65.5951233 19.7709846 -0.0136900 0.0147501 0.0194102
D200 -60.2675400 -97.1779175 29.2898159 -0.0202815 0.0218509 0.0287553
N135 1.6133316 -1.4864886 -1.4153883 -0.0004732 -0.0003701 0.0001454
N200 2.3926270 -2.2038331 -2.0968189 -0.0007014 -0.0005489 0.0002153
902 A135 43.7936592 37.9890404 -2.5344319 0.0130398 -0.0154997 -0.0193570
A200 64.8823166 56.2783813 -3.7537832 0.0193178 -0.0229633 -0.0286771
B135 -57.0575066 45.8698082 -23.3383503 0.0118410 0.0135528 -0.0024730
B200 -84.5275269 67.9541473 -34.5746689 0.0175419 0.0200777 -0.0036638
C135 60.0521507 -48.0146484 21.3113518 -0.0122088 -0.0143037 0.0022921
C200 88.9692307 -71.1353455 31.5735569 -0.0180877 -0.0211914 0.0033958
D135 -40.8003464 -40.1343422 0.5072937 -0.0134078 0.0147493 0.0191764
D200 -60.4410667 -59.4589539 0.7524355 -0.0198634 0.0218497 0.0284089
N135 1.4971679 -1.0722926 -1.0135593 -0.0001839 -0.0003754 -0.0000905
N200 2.2205322 -1.5902170 -1.5007091 -0.0002728 -0.0005568 -0.0001341
903 A135 78.8575134 38.0872231 20.8765335 0.0131673 -0.0158601 -0.0191373
A200 116.8288498 56.4238319 30.9283981 0.0195067

904 A135 78.9204178 62.7984390 0.3513420 0.0129934 -0.0158136 -0.0191904
A200 116.9220428 93.0331116 0.5197849 0.0192491 -0.0234283 -0.0284303
B135 -52.3189049 48.7079811 15.1462336 0.0117899 0.0132260 -0.0022954
B200 -77.5072403 72.1589355 22.4383469 0.0174662 0.0195935 -0.0034007
C135 56.2126999 -51.3300552 -19.6881695 -0.0122527 -0.0146095 0.0024491
C200 83.2808914 -76.0472336 -29.1685925 -0.0181527 -0.0216444 0.0036285
D135 -75.0286484 -65.4214706 -4.8932033 -0.0134564 0.0144305 0.0193445
D200 -111.1486740 -96.9206619 -7.2498369 -0.0199355 0.0213775 0.0286580
N135 1.9467568 -1.3108997 -2.2709224 -0.0002314 -0.0006917 0.0000768
N200 2.8865921 -1.9437020 -3.3649998 -0.0003432 -0.0010254 0.0001138
0000 A135 67.5438919 40.8814659 9.8878536 0.0144188 -0.0162346 -0.0191741
A200 100.0676422 60.5636368 14.6486788 0.0213608 -0.0240519 -0.0284062
B135 -47.8939781 41.8810387 -0.1086768 0.0132238 0.0127936 -0.0022735
B200 -70.9520264 62.0449867 -0.1609737 0.0195905 0.0189530 -0.0033682
C135 51.0420761 -44.6866684 -4.5108557 -0.0108353 -0.0150196 0.0024592
C200 75.6204605 -66.2048035 -6.6828742 -0.0160530 -0.0222520 0.0036434
D135 -64.3975601 -43.6876526 -14.5076284 -0.0120305 0.0140090 0.0193602
D200 -95.3994904 -64.7228546 -21.4924583 -0.0178230 0.0207530 0.0286813
N135 1.5739199 -1.4026977 -2.3097606 0.0011943 -0.0011130 0.0000929
N200 2.3339972 -2.0795436 -3.4218881 0.0017689 -0.0016494 0.0001376

A200 100.3067932 71.2778015 5.6755991 0.0213725 -0.0232019 -0.0280956
B135 -47.7338524 42.6899910 4.8646159 0.0132288 0.0133630 -0.0020592
B200 -70.7148056 63.2434692 7.2066607 0.0195979 0.0197965 -0.0030508
C135 51.2041130 -45.6756401 -10.1054420 -0.0108240 -0.0144437 0.0026671
C200 75.8605194 -67.6700058 -14.9714279 -0.0160362 -0.0213988 0.0039514
D135 -64.2368317 -51.0998688 -9.0721159 -0.0120222 0.0145805 0.0195727
D200 -95.1613770 -75.7036972 -13.4402647 -0.0178107 0.0215997 0.0289961
N135 1.7350003 -1.4927043 -2.6203938 0.0012024 -0.0005403 0.0003039
N200 2.5726337 -2.2128859 -3.8823221 0.0017809 -0.0008011 0.0004502
1001 A135 41.5854416 60.7094994 -22.6012611 0.0127447 -0.0154908 -0.0191191
A200 61.6107750 89.9384460 -33.4833450 0.0188807 -0.0229501 -0.0283246
B135 -54.9102325 46.7968178 -5.6178365 0.0115385 0.0135595 -0.0022273
B200 -81.3464661 69.3276291 -8.3227606 0.0170939 0.0200876 -0.0032998
C135 58.0261841 -49.6281090 2.7872145 -0.0124850 -0.0142998 0.0025180
C200 85.9676895 -73.5257416 4.1294413 -0.0184970 -0.0211856 0.0037305
D135 -38.4707603 -63.5417290 19.7710495 -0.0136914 0.0147510 0.0194102
D200 -56.9899902 -94.1358414 29.2899113 -0.0202836 0.0218522 0.0287553
N135 1.5578252 -1.4155153 -1.4153236 -0.0004732 -0.0003701 0.0001454
N200 2.3103018 -2.0986273 -2.0967233 -0.0007014 -0.0005489 0.0002153
1002 A135 41.4687042 36.0330772 -2.5343673 0.0130398 -0.0154997 -0.0193570
A200 61.4378281 53.3807182 -3.7536874 0.0193178

1003 A135 76.4785690 36.1139259 20.8770294 0.0131724 -0.0158628 -0.0191359
A200 113.3043900 53.5004921 30.9291344 0.0195142 -0.0235011 -0.0283495
B135 -50.4032860 44.1807518 -2.0622067 0.0119813 0.0131643 -0.0022528
B200 -74.6693726 65.4518738 -3.0549350 0.0177499 0.0195021 -0.0033376
C135 53.9512787 -46.1056671 -0.7409445 -0.0120764 -0.0146587 0.0025089
C200 79.9305344 -68.3071213 -1.0976840 -0.0178916 -0.0217173 0.0037170
D135 -72.9325409 -38.0392799 -23.6806583 -0.0132676 0.0143688 0.0193923
D200 -108.0435028 -56.3551445 -35.0816765 -0.0196557 0.0212860 0.0287288
N135 1.7738614 -0.9623370 -1.4015770 -0.0000475 -0.0007472 0.0001280
N200 2.6303566 -1.4272593 -2.0762758 -0.0000707 -0.0011076 0.0001897
1004 A135 76.5483704 60.8494225 0.3514066 0.0129934 -0.0158136 -0.0191904
A200 113.4077988 90.1457367 0.5198807 0.0192491 -0.0234283 -0.0284303
B135 -50.3350067 46.9395027 15.1462984 0.0117899 0.0132260 -0.0022954
B200 -74.5682220 69.5390091 22.4384441 0.0174662 0.0195935 -0.0034007
C135 54.0212746 -49.4921532 -19.6881046 -0.0122527 -0.0146095 0.0024491
C200 80.0342331 -73.3243179 -29.1684971 -0.0181527 -0.0216444 0.0036285
D135 -72.8640747 -63.4030113 -4.8931389 -0.0134564 0.0144305 0.0193445
D200 -107.9420624 -93.9303436 -7.2497411 -0.0199355 0.0213775 0.0286580
N135 1.8429977 -1.2761949 -2.2708576 -0.0002314 -0.0006917 0.0000768
N200 2.7327809 -1.8922269 -3.3649042 -0.0003432 -0.0010254 0.0001138

A200 103.9894180 43.5349121 32.1110802 0.0186665 -0.0215891 -0.0278201
B135 -51.0720940 43.3646660 -11.0337486 0.0114240 0.0144961 -0.0018749
B200 -75.6602249 64.2428284 -16.3458309 0.0169241 0.0214752 -0.0027777
C135 54.8574066 -45.2577972 8.0307140 -0.0126651 -0.0133827 0.0028533
C200 81.2729950 -67.0509644 11.8978348 -0.0187637 -0.0198269 0.0042272
D135 -66.4075012 -31.2806053 -24.6781826 -0.0138415 0.0156861 0.0197573
D200 -98.3769608 -46.3424911 -36.5590897 -0.0205060 0.0232375 0.0292695
N135 1.8925177 -0.9464468 -1.5015417 -0.0006205 0.0005568 0.0004892
N200 2.8061421 -1.4037195 -2.2240226 -0.0009197 0.0008242 0.0007247
1007 A135 76.5057297 48.4559059 10.4963703 0.0131405 -0.0158042 -0.0190283
A200 113.3446198 71.7849426 15.5499172 0.0194670 -0.0234143 -0.0281901
B135 -50.3778763 45.5340881 6.4227099 0.0119429 0.0132195 -0.0021236
B200 -74.6317291 67.4568634 9.5149612 0.0176929 0.0195840 -0.0031462
C135 53.9793243 -47.8241081 -10.3323593 -0.0121083 -0.0145855 0.0026037
C200 79.9720840 -70.8530502 -15.3076611 -0.0179389 -0.0216089 0.0038575
D135 -72.9062424 -50.7466125 -14.4062214 -0.0133061 0.0144386 0.0195087
D200 -108.0045395 -75.1804733 -21.3424835 -0.0197128 0.0213894 0.0289012
N135 1.8005883 -1.1448826 -1.9548032 -0.0000827 -0.0006829 0.0002400
N200 2.6699524 -1.6976938 -2.8962722 -0.0001229 -0.0010124 0.0003556
1008 A135 75.2085724 35.0638657 20.8819294 0.0131475 -0.0158109 -0.0191405
A200 111.4228516 51.9448814 30.9363918 0.0194774

1009 A135 41.5294685 48.4475288 -12.5857210 0.0132442 -0.0154141 -0.0189625
A200 61.5278587 71.7725372 -18.6450424 0.0196207 -0.0228364 -0.0280927
B135 -54.9643631 45.5266266 -14.4966269 0.0120528 0.0136594 -0.0020560
B200 -81.4266510 67.4458084 -21.4761715 0.0178558 0.0202356 -0.0030461
C135 57.9685173 -47.8333473 12.0323944 -0.0120076 -0.0142299 0.0026674
C200 85.8822632 -70.8667374 17.8264771 -0.0177896 -0.0210821 0.0039518
D135 -38.5265884 -50.7549362 10.1216230 -0.0131991 0.0148440 0.0195743
D200 -57.0727043 -75.1928024 14.9951763 -0.0195543 0.0219900 0.0289984
N135 1.5019257 -1.1532321 -1.2321526 0.0000227 -0.0002852 0.0003057
N200 2.2274873 -1.7100636 -1.8249543 0.0000332 -0.0004232 0.0004528
1010 A135 68.8851700 60.8145142 -5.1615739 0.0136885 -0.0147677 -0.0191240
A200 102.0548782 90.0940247 -7.6473351 0.0202789 -0.0218788 -0.0283320
B135 -51.2382317 46.9048538 10.1145630 0.0124825 0.0142636 -0.0022249
B200 -75.9063568 69.4876785 14.9841280 0.0184924 0.0211307 -0.0032962
C135 55.0124168 -49.5266876 -15.1023998 -0.0115568 -0.0135593 0.0025110
C200 81.5026474 -73.3754807 -22.3746014 -0.0171219 -0.0200887 0.0037201
D135 -65.1127930 -63.4372826 0.1738852 -0.0127630 0.0154724 0.0194106
D200 -96.4589157 -93.9811172 0.2569866 -0.0189082 0.0229210 0.0287559
N135 1.8869538 -1.3107853 -2.4938862 0.0004629 0.0003522 0.0001431
N200 2.7978995 -1.9434719 -3.6951551 0.0006854 0.0005211 0.0002119

A200 102.0471954 53.4369354 22.7336140 0.0204763 -0.0241073 -0.0282576
B135 -51.2427711 44.1355553 -7.1202655 0.0126441 0.0127678 -0.0021734
B200 -75.9130859 65.3849182 -10.5482483 0.0187317 0.0189147 -0.0032200
C135 55.0069885 -46.1471748 3.8290610 -0.0114411 -0.0150648 0.0025600
C200 81.4946060 -68.3686218 5.6729565 -0.0169504 -0.0223190 0.0037927
D135 -65.1175766 -38.0830841 -18.6365509 -0.0126190 0.0139753 0.0194608
D200 -96.4659958 -56.4200401 -27.6089001 -0.0186948 0.0207031 0.0288303
N135 1.8819696 -1.0056893 -1.6456170 0.0006016 -0.0011485 0.0001933
N200 2.7905152 -1.4914849 -2.4376535 0.0008908 -0.0017021 0.0002863
1013 A135 76.5530243 69.4551010 -6.9692941 0.0126006 -0.0170779 -0.0191817
A200 113.4146957 102.8949203 -10.3259249 0.0186672 -0.0253013 -0.0284174
B135 -50.3304405 47.9408531 20.8948402 0.0113799 0.0119749 -0.0022817
B200 -74.5614548 71.0225296 30.9545574 0.0168588 0.0177400 -0.0033804
C135 54.0260391 -50.6225357 -26.4679890 -0.0126415 -0.0158846 0.0024543
C200 80.0412903 -74.9990311 -39.2131004 -0.0187288 -0.0235334 0.0036361
D135 -72.8593979 -72.1379013 1.3964111 -0.0138624 0.0131686 0.0193547
D200 -107.9351425 -106.8706589 2.0676134 -0.0205369 0.0195080 0.0286731
N135 1.8476615 -1.3407078 -2.7865121 -0.0006308 -0.0019548 0.0000863
N200 2.7396908 -1.9877995 -4.1291194 -0.0009349 -0.0028966 0.0001278
1014 A135 71.4805450 29.3878899 22.5221424 0.0125673 -0.0135833 -0.0188380
A200 105.8998871 43.5359802 33.3666916 0.0186179

0.0230095 -0.0028638 C135 54.6863098 -45.2570953 7.1728821 -0.0126975 -0.0124231 0.0027929
C200 81.0195084 -67.0499268 10.6269293 -0.0188118 -0.0184053 0.0041377
D135 -67.7187805 -31.2798767 -25.6154461 -0.0138746 0.0166925 0.0196982
D200 -100.3195496 -46.3414078 -37.9476318 -0.0205551 0.0247285 0.0291820
N135 1.8816764 -0.9457237 -1.5463870 -0.0006535 0.0015544 0.0004299

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