Post on 11-Feb-2016
description
UPPER ZAKUM 750 ISLANDS SURFACE FACILITIES PROJECT - EPC2
PROJECT No. P7512
Doc No. XXXX Rev.A2 Page: 1 of
UPPER ZAKUM 750 ISLANDS SURFACE FACILITIES PROJECT - EPC2
PROJECT No. P7512
CONTRACT No: CT750 UZ110110 PETROFAC JOB No.: PE-103
BUILDING CALCULATION SHEET OF LOAD MATRIX FOR SEA TRANSPORTATION
A2 3/17/2014 Issue for Review AK HG SM
A1 3-Oct-2013 Issue for Review AK HG SM
REV. DATE DESCRIPTION PRPD CHKD APPD
BUILDING CALCULATION SHEET OF LOAD MATRIX FOR SEA TRANSPORTATION
PROJ.APPD
FEED DOCUMENT REFERENCE No.
(Document No. & Rev. No.)
UPPER ZAKUM 750
ISLANDS SURFACE FACILITIES PROJECT - EPC2
PROJECT No. P7512
Doc No. XXXX Rev.A2 Page No. 2 of
TABULATION OF REVISED SECTIONS / PAGES
Revision Page / Section Description
A2 Input COG shift factor calculation revised
TABULATION OF HOLDS
Description of Holds
BUILDING CALCULATION SHEET OF LOAD MATRIX FOR SEA TRANSPORTATION
Page / Section
UPPER ZAKUM 750 ISLANDS SURFACE FACILITIES PROJECT-EPC2
PROJECT No. P7512
BUILDING CALCULATION SHEET OF LOAD MATRIX FOR SEA TRANSPORTATION
Doc No. XXXX Rev.A2
Primary LoadcasesNo. Title
* ******************************************************
* Basic Load Cases1 DEAD MODELLED – STRUCTURAL DLS1
2 DEAD NON MODELLED – STRUCTURAL DLS2
3 OTHER DEAD NON MODELLED – STRUCTURAL DLS3
11 HVAC LOAD AT ROOF LEVEL DLMR
12 HVAC LOAD AT MIDDLE FLOOR LEVEL DLMM
21 ELECTRICAL LOAD AT ROOF LEVEL DLER
22 ELECTRICAL LOAD AT MIDDLE FLOOR LEVEL DLEM
23 ELECTRICAL LOAD AT BOTTOM FLOOR LEVEL DLEB
31 INSTRUMENT LOAD AT ROOF LEVEL DLIR
32 INSTRUMENT LOAD AT MIDDLE FLOOR LEVEL DLIM
33 INSTRUMENT LOAD AT BOTTOM FLOOR LEVEL DLIB
41 HSE LOAD DLH
90 CRANE DEAD LOAD – PRE-SERVICE DLMCR
* ******************************************************
* Total load from Staad Cases201 TOTAL STRUCTURAL DEAD LOAD FROM STAAD 201211 TOTAL MECHANICAL DEAD LOAD FROM STAAD 211221 TOTAL ELECTRICAL DEAD LOAD FROM STAAD 221231 TOTAL INSTRUMENT DEAD LOAD FROM STAAD 231241 TOTAL HSE DEAD LOAD FROM STAAD 241
* ******************************************************
* Gross load Cases as per Weight Report301 GORSS STRUCTURAL DEAD LOAD AS PER WEIGHT REPORT 301311 TOTAL GROSS MECHANICAL DEAD LOAD AS PER WEIGHT REPORT 311321 TOTAL ELECTRICAL DEAD LOAD AS PER WEIGHT REPORT 321331 TOTAL INSTRUMENT DEAD LOAD AS PER WEIGHT REPORT 331341 TOTAL HSE DEAD LOAD AS PER WEIGHT REPORT 341
* ******************************************************
* Total Gross load during Sea Transportaion500 TOTAL GROSS DEAD LOAD FOR PRE-SERVICE ANALYSIS 500
NOTATION OF LOADS
UPPER ZAKUM 750 ISLANDS SURFACE FACILITIES PROJECT-EPC2
PROJECT No. P7512
BUILDING CALCULATION SHEET OF LOAD MATRIX FOR SEA TRANSPORTATION
Doc No. XXXX Rev.A2
* ******************************************************
* Wind LoadR71 IN-PLACE WIND LOAD LONGITUDINAL DIRECTION R71R72 IN-PLACE WIND LOAD TRANSVERSE DIRECTION R72R73 IN-PLACE WIND LOAD-LONGITUDINAL DIRECTION R73R74 IN-PLACE WIND LOAD-TRANSVERSE DIRECTION R74
* ****************************************************** *
* Transport Load cases *
* Discrete Loads *R601 DEAD MODELLED – STRUCTURAL+X DIRECTION R601R602 DEAD NON MODELLED – STRUCTURAL IN+X DIRECTION R602R603 OTHER DEAD NON MODELLED – STRUCTURAL IN+X DIRECTION R603R611 HVAC LOAD AT ROOF LEVEL IN+X DIRECTION R611R612 HVAC LOAD AT MIDDLE FLOOR LEVEL IN+X DIRECTION R612R621 ELECTRICAL LOAD AT ROOF LEVEL IN+X DIRECTION R621R622 ELECTRICAL LOAD AT MIDDLE FLOOR LEVEL IN+X DIRECTION R622R623 ELECTRICAL LOAD AT BOTTOM FLOOR LEVEL IN+X DIRECTION R623R631 INSTRUMENT LOAD AT ROOF LEVEL IN+X DIRECTION R631R632 INSTRUMENT LOAD AT MIDDLE FLOOR LEVEL IN+X DIRECTION R632R633 INSTRUMENT LOAD AT BOTTOM FLOOR LEVEL IN+X DIRECTION R633R641 HSE LOAD IN+X DIRECTION R641R690 CRANE LOAD IN+X DIRECTION R690
* ******************************************************
R701 DEAD MODELLED – STRUCTURAL IN+Z DIRECTION R701
R702 DEAD NON MODELLED – STRUCTURAL IN+Z DIRECTION R702
R703 OTHER DEAD NON MODELLED – STRUCTURAL IN+Z DIRECTION R703
R711 HVAC LOAD AT ROOF LEVEL IN+Z DIRECTION R711
R712 HVAC LOAD AT MIDDLE FLOOR LEVEL IN+Z DIRECTION R712
R721 ELECTRICAL LOAD AT ROOF LEVEL IN+Z DIRECTION R721
R722 ELECTRICAL LOAD AT MIDDLE FLOOR LEVEL IN+Z DIRECTION R722
R723 ELECTRICAL LOAD AT BOTTOM FLOOR LEVEL IN+Z DIRECTION R723
R731 INSTRUMENT LOAD AT ROOF LEVEL IN+Z DIRECTION R731
R732 INSTRUMENT LOAD AT MIDDLE FLOOR LEVEL IN+Z DIRECTION R732
R733 INSTRUMENT LOAD AT BOTTOM FLOOR LEVEL IN+Z DIRECTION R733
R741 HSE LOAD IN+Z DIRECTION R741
R790 CRANE LOAD IN+Z DIRECTION R790* ******************************************************
901 TOTAL DEAD LOAD STRUCTURAL IN+X 901902 TOTAL DEAD LOAD HVAC, ELECTRICAL & INSTRUMENT AT ROOF LEVEL IN+X 902903 TOTAL DEAD LOAD HVAC, ELECTRICAL & INSTRUMENT AT MIDDLE LEVEL IN+X 903904 TOTAL DEAD LOAD HVAC, ELECTRICAL & INSTRUMENT AT BOTTOM LEVEL IN+X 904905 TOTAL DEAD LOAD HSE IN+X 905
* ******************************************************
911 TOTAL DEAD LOAD STRUCTURAL IN+Z 911912 TOTAL DEAD LOAD HVAC, ELECTRICAL & INSTRUMENT AT ROOF LEVEL IN+Z 912913 TOTAL DEAD LOAD HVAC, ELECTRICAL & INSTRUMENT AT MIDDLE LEVEL IN+Z 913914 TOTAL DEAD LOAD HVAC, ELECTRICAL & INSTRUMENT AT BOTTOM LEVEL IN+Z 914915 TOTAL DEAD LOAD HSE IN+Z 915
* ******************************************************
* SEAFASTENING CANCELLATION FORCES
R950 SEAFASTENING CANCELLATION FORCES NATURAL COG R950R951 SEAFASTENING CANCELLATION FORCES NATURAL COG A R951R952 SEAFASTENING CANCELLATION FORCES NATURAL COG B R952R953 SEAFASTENING CANCELLATION FORCES NATURAL COG C R953R954 SEAFASTENING CANCELLATION FORCES NATURAL COG D R954
* ******************************************************
501 Impact Factor Load 501
* Deck Deflections *
R961 Vertical Barge Deflections (Hogging) R961
UPPER ZAKUM 750 ISLANDS SURFACE FACILITIES PROJECT-EPC2
PROJECT No. P7512
BUILDING CALCULATION SHEET OF LOAD MATRIX FOR SEA TRANSPORTATION
Doc No. XXXX Rev.A2
R962 Deck Stretch Deflections (Hogging) R962* ****************************************************** *
UPPER ZAKUM 750 ISLANDS SURFACE FACILITIES PROJECT-EPC2
PROJECT No. P7512
BUILDING CALCULATION SHEET OF LOAD MATRIX FOR SEA TRANSPORTATION
Doc No. XXXX Rev.A2
* COG Correction *
R401 CoG tolerance Mx R401
R402 CoG tolerance Mz R402* ****************************************************** ** Load Combinations *
3000 Gravity(Natural COG)+SCF 3000
3001 Gravity (Natural COG)+Heave+Roll+WLT+SCF 3001
3002 Gravity (Natural COG)+Heave-Roll+WL-T+SCF 3002
3003 Gravity (Natural COG)-Heave+Roll+WLT+SCF 3003
3004 Gravity (Natural COG) -Heave-Roll+WL-T+SCF 3004
3005 Gravity (Natural COG)+Heave+Pitch+HD+WLL+SCF 3005
3006 Gravity (Natural COG)+Heave-Pitch+HD+WL-L+SCF 3006
3007 Gravity (Natural COG)-Heave+Pitch+HD+WLL+SCF 3007
3008 Gravity (Natural COG)-Heave-Pitch+HD+WL-L+SCF 3008
3009 Gravity (Natural COG)+Pitch+Roll+Heave+HD+0.707WLT+0.707WLL+SCF 3009
3010 Gravity (Natural COG)-Pitch-Roll+Heave+HD+0.707WL-T+0.707WL-L+SCF 3010
3011 Gravity (Natural COG)+Pitch+Roll-Heave+HD+0.707WLT+0.707WLL+SCF 3011
3012 Gravity (Natural COG)-Pitch-Roll-Heave+HD+0.707WL-T+0.707WL-L+SCF 3012
3013 Gravity (Natural COG)+Pitch-Roll+Heave+HD+0.707WL-T+0.707WLL+SCF 3013
3014 Gravity (Natural COG)-Pitch+Roll+Heave+HD+0.707WLT+0.707WL-L+SCF 3014
3015 Gravity (Natural COG)+Pitch-Roll-Heave+HD+0.707WL-T+0.707WLL+SCF 3015
3016 Gravity (Natural COG)-Pitch+Roll-Heave+HD+0.707WLT+0.707WL-L+SCF 3016
3105 Gravity (Natural COG)+Heave+Pitch+SD+WLL+SCF 3105
3106 Gravity (Natural COG)+Heave-Pitch+SD+WL-L+SCF 3106
3107 Gravity (Natural COG)-Heave+Pitch+SD+WLL+SCF 3107
3108 Gravity (Natural COG)-Heave-Pitch+SD+WL-L+SCF 3108
3109 Gravity (Natural COG)+Pitch+Roll+Heave+SD+0.707WLT+0.707WLL+SCF 3109
3110 Gravity (Natural COG)-Pitch-Roll+Heave+SD+0.707WL-T+0.707WL-L+SCF 3110
3111 Gravity (Natural COG)+Pitch+Roll-Heave+SD+0.707WLT+0.707WLL+SCF 3111
3112 Gravity (Natural COG)-Pitch-Roll-Heave+SD+0.707WL-T+0.707WL-L+SCF 3112
3113 Gravity (Natural COG)+Pitch-Roll+Heave+SD+0.707WL-T+0.707WLL+SCF 3113
3114 Gravity (Natural COG)-Pitch+Roll+Heave+SD+0.707WLT+0.707WL-L+SCF 31143115 Gravity (Natural COG)+Pitch-Roll-Heave+SD+0.707WL-T+0.707WLL+SCF 3115
3116 Gravity (Natural COG)-Pitch+Roll-Heave+SD+0.707WLT+0.707WL-L+SCF 3116
3020 Gravity+COG A+SCFA
3021 Gravity+Heave+Roll+WLT+COG A+SCFA3022 Gravity+Heave-Roll+WL-T+COG A+SCFA3023 Gravity-Heave+Roll+WLT+COG A+SCFA3024 Gravity-Heave-Roll+WL-T+COG A+SCFA3025 Gravity+Heave+Pitch+HD+WLL+COG A+SCFA3026 Gravity+Heave-Pitch+HD+WL-L+COG A+SCFA3027 Gravity-Heave+Pitch+HD+WLL+COG A+SCFA 3028 Gravity-Heave-Pitch +HD+WL-L+COG A+SCFA3029 Gravity+Pitch+Roll+Heave+HD+0.707WLT+0.707WLL+COGA+SCFA3030 Gravity-Pitch-Roll+Heave+HD+0.707WL-T+0.707WL-L+COGA+SCFA3031 Gravity+Pitch+Roll-Heave+HD+0.707WLT+0.707WLL+COGA+SCFA3032 Gravity-Pitch-Roll-Heave+HD+0.707WL-T+0.707WL-L+COGA+SCFA3033 Gravity+Pitch-Roll+Heave+HD+0.707WL-T+0.707WLL+COGA+SCFA3034 Gravity-Pitch+Roll+Heave+HD+0.707WLT+0.707WL-L+COGA+SCFA 3035 Gravity+Pitch-Roll-Heave+HD+0.707WL-T+0.707WLL+COGA+SCFA 3036 Gravity-Pitch+Roll-Heave+HD+0.707WLT+0.707WL-L+COGA+SCFA 3125 Gravity+Heave+Pitch+SD+WLL+COG A+SCFA3126 Gravity+Heave-Pitch+SD+WL-L+COG A+SCFA3127 Gravity-Heave+Pitch+SD+WLL+COG A+SCFA3128 Gravity-Heave-Pitch+SD+WL-L+COG A+SCFA3129 Gravity+Pitch+Roll+Heave+SD+0.707WLT+0.707WLL+COGA+SCFA3130 Gravity-Pitch-Roll+Heave+SD+0.707WL-T+0.707WL-L+COGA+SCFA3131 Gravity+Pitch+Roll-Heave+SD+0.707WLT+0.707WLL+COGA+SCFA 3132 Gravity-Pitch-Roll-Heave+SD+0.707WL-T+0.707WL-L+COG A+SCFA3133 Gravity+Pitch-Roll+Heave+SD+0.707WL-T+0.707WLL+COGA+SCFA3134 Gravity -Pitch+Roll+Heave+SD+0.707WLT+0.707WL-L+COGA+SCFA 3135 Gravity+Pitch-Roll-Heave+SD+0.707WL-T+0.707WLL+COGA+SCFA 3136 Gravity-Pitch+Roll-Heave+SD+0.707WLT+0.707WL-L+COG A+SCFA 3040 Gravity+COG B+SCFB3041 Gravity+Heave+Roll+WLT+COG B+SCFB
UPPER ZAKUM 750 ISLANDS SURFACE FACILITIES PROJECT-EPC2
PROJECT No. P7512
BUILDING CALCULATION SHEET OF LOAD MATRIX FOR SEA TRANSPORTATION
Doc No. XXXX Rev.A23042 Gravity+Heave-Roll+WL-T+COG B+SCFB3043 Gravity-Heave+Roll+WLT+COG B+SCFB3044 Gravity-Heave-Roll+WL-T+COG B+SCFB3045 Gravity+Heave+Pitch+HD+WLL+COGB+SCFB3046 Gravity+Heave-Pitch+HD+WL-L+COG B+SCFB3047 Gravity-Heave+Pitch+HD+WLL+COGB+SCFB3048 Gravity-Heave-Pitch+HD+WL-L+COG B+SCFB3049 Gravity+Pitch+Roll+Heave+HD+0.707WLT+0.707WLL+COGB+SCFB3050 Gravity-Pitch-Roll+Heave+HD+0.707WL-T+0.707WL-L+COGB+SCFB3051 Gravity+Pitch+Roll-Heave+HD+0.707WLT+0.707WLL+COG B+SCFB3052 Gravity-Pitch-Roll-Heave+HD+0.707WL-T+0.707WL-L+COG B+SCFB3053 Gravity+Pitch-Roll+Heave+HD+0.707WL-T+0.707WLL+COG B+SCFB3054 Gravity -Pitch+Roll+Heave+HD+0.707WLT+0.707WL-L+COGB+SCFB 3055 Gravity+Pitch-Roll-Heave+HD+0.707WL-T+0.707WLL+COGB+SCFB3056 Gravity-Pitch+Roll-Heave+HD+0.707WLT+0.707WL-L+COG B+SCFB 3145 Gravity+Heave+Pitch+SD+WLL+COG B+SCFB3146 Gravity+Heave-Pitch+SD+WL-L+COG B+SCFB3147 Gravity-Heave+Pitch+SD+WLL+COG B+SCFB3148 Gravity-Heave-Pitch+SD+WL-L+COG B+SCFB3149 Gravity+Pitch+Roll+Heave+SD+0.707WLT+0.707WLL+COG B+SCFB3150 Gravity-Pitch-Roll+Heave+SD+0.707WL-T+0.707WL-L+COG B+SCFB3151 Gravity+Pitch+Roll-Heave+SD+0.707WLT+0.707WLL+COG B +SCFB3152 Gravity-Pitch-Roll-Heave+SD+0.707WL-T+0.707WL-L+COG B+SCFB3153 Gravity+Pitch-Roll+Heave+SD+0.707WL-T+0.707WLL+COG B+SCFB3154 Gravity -Pitch+Roll+Heave+SD+0.707WLT+0.707WL-L+COG B +SCFB3155 Gravity+Pitch-Roll-Heave+SD+0.707WL-T+0.707WLL+COG B +SCFB 3156 Gravity-Pitch+Roll-Heave+SD+0.707WLT+0.707WL-L+COG B+SCFB 3060 Gravity+COG C+SCFC3061 Gravity+Heave+Roll+WLT+COG C+SCFC3062 Gravity+Heave-Roll+WL-T+COG C+SCFC3063 Gravity-Heave+Roll+WLT+COG C+SCFC3064 Gravity-Heave-Roll+WL-T+COG C+SCFC3065 Gravity+Heave+Pitch+HD+WLL+COG C+SCFC3066 Gravity+Heave-Pitch+HD+WL-L+COG C+SCFC3067 Gravity-Heave+Pitch+HD+WLL+COG C +SCFC3068 Gravity-Heave-Pitch+HD+WL-L+COG C+SCFC3069 Gravity+Pitch+Roll+Heave+HD+0.707WLT+0.707WLL+COG C+SCFC3070 Gravity-Pitch-Roll+Heave+HD+0.707WL-T+0.707WL-L+COG C+SCFC3071 Gravity+Pitch+Roll-Heave+HD+0.707WLT+0.707WLL+COG C+SCFC3072 Gravity-Pitch-Roll-Heave+HD+0.707WL-T+0.707WL-L+COG C+SCFC3073 Gravity+Pitch-Roll+Heave+HD+0.707WL-T+0.707WLL+COG C+SCFC3074 Gravity -Pitch+Roll+Heave+HD+0.707WLT+0.707WL-L+COG C +SCFC3075 Gravity+Pitch-Roll-Heave+HD+0.707WL-T+0.707WLL+COG C +SCFC3076 Gravity-Pitch+Roll-Heave+HD+0.707WLT+0.707WL-L+COG C +SCFC 3165 Gravity+Heave+Pitch+SD+WLL+COG C+SCFC3166 Gravity+Heave-Pitch+SD+WL-L+COG C+SCFC3167 Gravity-Heave+Pitch+SD+WLL+COG C+SCFC3168 Gravity-Heave-Pitch+SD+WL-L+COG C+SCFC3169 Gravity+Pitch+Roll+Heave+SD+0.707WLT+0.707WLL+COG C+SCFC3170 Gravity-Pitch-Roll+Heave+SD+0.707WL-T+0.707WL-L+COG C+SCFC3171 Gravity+Pitch+Roll-Heave+SD+0.707WLT+0.707WLL+COG C +SCFC 3172 Gravity-Pitch-Roll-Heave+SD+0.707WL-T+0.707WL-L+COG C+SCFC3173 Gravity+Pitch-Roll+Heave+SD+0.707WL-T+0.707WLL+COG C+SCFC3174 Gravity -Pitch+Roll+Heave+SD+0.707WLT+0.707WL-L+COG C +SCFC3175 Gravity+Pitch-Roll-Heave+SD+0.707WL-T+0.707WLL+COG C +SCFC 3176 Gravity-Pitch+Roll-Heave+SD+0.707WLT+0.707WL-L+COG C +SCFC 3080 Gravity+COG D+SCFD3081 Gravity+Heave+Roll+WLT+COG D+SCFD3082 Gravity+Heave-Roll+WL-T+COG D+SCFD3083 Gravity-Heave+Roll+WLT+COG D+SCFD3084 Gravity-Heave-Roll+WL-T+COG D+SCFD3085 Gravity+Heave+Pitch+HD+WLL+COG D+SCFD3086 Gravity+Heave-Pitch+HD+WL-L+COG D+SCFD3087 Gravity-Heave+Pitch+HD+WLL+COG D +SCFD3088 Gravity-Heave-Pitch+HD+WL-L+COG D+SCFD3089 Gravity+Pitch+Roll+Heave+HD+0.707WLT+0.707WLL+COG D+SCFD3090 Gravity-Pitch-Roll+Heave+HD+0.707WL-T+0.707WL-L+COG D+SCFD3091 Gravity+Pitch+Roll-Heave+HD+0.707WLT+0.707WLL+COG D+SCFD3092 Gravity-Pitch-Roll-Heave+HD+0.707WL-T+0.707WL-L+COG D+SCFD3093 Gravity+Pitch-Roll+Heave+HD+0.707WL-T+0.707WLL+COG D+SCFD3094 Gravity -Pitch+Roll+Heave+HD+0.707WLT+0.707WL-L+COG D +SCFD3095 Gravity+Pitch-Roll-Heave+HD+0.707WL-T+0.707WLL+COG D +SCFD3096 Gravity-Pitch+Roll-Heave+HD+0.707WLT+0.707WL-L+COG D +SCFD 3185 Gravity+Heave+Pitch+SD+WLL+COG D+SCFD3186 Gravity+Heave-Pitch+SD+WL-L+COG D+SCFD
UPPER ZAKUM 750 ISLANDS SURFACE FACILITIES PROJECT-EPC2
PROJECT No. P7512
BUILDING CALCULATION SHEET OF LOAD MATRIX FOR SEA TRANSPORTATION
Doc No. XXXX Rev.A23187 Gravity-Heave+Pitch+SD+WLL+COG D+SCFD3188 Gravity-Heave-Pitch+SD+WL-L+COG D+SCFD3189 Gravity+Pitch+Roll+Heave+SD+0.707WLT+0.707WLL+COG D+SCFD3190 Gravity-Pitch-Roll+Heave+SD+0.707WL-T+0.707WL-L+COG D+SCFD3191 Gravity+Pitch+Roll-Heave+SD+0.707WLT+0.707WLL+COG D +SCFD3192 Gravity-Pitch-Roll-Heave+SD+0.707WL-T+0.707WL-L+COG D+SCFD3193 Gravity+Pitch-Roll+Heave+SD+0.707WL-T+0.707WLL+COG D+SCFD3194 Gravity -Pitch+Roll+Heave+SD+0.707WLT+0.707WL-L+COG D +SCFD3195 Gravity+Pitch-Roll-Heave+SD+0.707WL-T+0.707WLL+COG D +SCFD3196 Gravity-Pitch+Roll-Heave+SD+0.707WLT+0.707WL-L+COG D +SCFD
Note: Hogging deflection=HD; Sagging deflection=SD
PAGE 9 OF 29
UPPER ZAKUM 750 ISLANDS SURFACE FACILITIES PROJECT - EPC2
PROJECT No. P7512BUILDING CALCULATION SHEET OF LOAD MATRIX FOR SEA TRANSPORTATION
DOC No. :- Rev A1
Input Cells are highlighted with background
Modular Building: MTR 07
Orientation of Piperack:
Longitudinal axis Z Choose longitudinal axis X or Z to match STAAD file.Transverse axis XVertical axis Y
WIND LOAD REDUCTION FACTOR = Sea analysis wind/ In-Place wind(WL_T) WIND LOAD LONGITUDINAL 1.480(WL_L) WIND LOADTRANSVERSE 1.480
Load Case Vert +/- g3001 1.178 0.178 0.558 0.410 0.477 0.000 0.000 0.0003002 1.077 0.077 -0.558 -0.410 -0.477 0.000 0.000 0.0003003 0.802 -0.198 0.421 0.274 0.340 0.000 0.000 0.0003004 0.702 -0.298 -0.421 -0.274 -0.340 0.000 0.000 0.0003005 1.592 0.592 0.000 0.000 0.000 0.352 0.260 0.3023006 0.751 -0.249 0.000 0.000 0.000 -0.352 -0.260 -0.3023007 1.201 0.201 0.000 0.000 0.000 0.265 0.173 0.2153008 0.361 -0.639 0.000 0.000 0.000 -0.265 -0.173 -0.2153009 1.288 0.288 0.395 0.290 0.337 0.249 0.184 0.2133010 0.620 -0.380 -0.395 -0.290 -0.337 -0.249 -0.184 -0.2133011 1.215 0.215 0.298 0.193 0.241 0.187 0.122 0.1523012 0.547 -0.453 -0.298 -0.193 -0.241 -0.187 -0.122 -0.1523013 1.217 0.217 -0.395 -0.290 -0.337 0.249 0.184 0.2133014 0.691 -0.309 0.395 0.290 0.337 -0.249 -0.184 -0.2133015 1.143 0.143 -0.298 -0.193 -0.241 0.187 0.122 0.1523016 0.618 -0.382 0.298 0.193 0.241 -0.187 -0.122 -0.152
Note : Copy acceleration values from Acceleration Table of spread sheet 'BUILDING CALCULATION SHEET FOR BARGE MOTIONS'
Basic LoadcasesSTAAD MODEL WEIGHT (te) Weight Report Weight (te) Gross Weight Factor Remark
LOAD 201 TOTAL STRUCTURAL DEAD LOAD FROM STAAD 105.7 122.2 1.156LOAD 211 TOTAL MECHANICAL DEAD LOAD FROM STAAD 21.7 25.1 1.156LOAD 221 TOTAL ELECTRICAL DEAD LOAD FROM STAAD 52.1 60.2 1.156LOAD 231 TOTAL INSTRUMENT DEAD LOAD FROM STAAD 0.0 0.0 1.000LOAD 241 TOTAL HSE DEAD LOAD FROM STAAD 0.0 0.0 1.000
TOTAL 179.6 207.6 1.1562036.63kN
Impact Factor (5 %) 0.050
Refer section 6.8 of Concept note for Modular Buildings P7512-TN-2000-C-0001
TransvRoof Level
Transv Middle Level
Transv Bottom level
LonglRoof Level
LonglMiddle Level
Longl Bottom
level
PAGE 10 OF 29
UPPER ZAKUM 750 ISLANDS SURFACE FACILITIES PROJECT - EPC2
PROJECT No. P7512BUILDING CALCULATION SHEET OF LOAD MATRIX FOR SEA TRANSPORTATION
DOC No. :- Rev A1
CoG Shift Factors
Module Gross Weight 2036.6 kNOverall Plan Dimension of module Direction (LA) LENGTH 16.9 m Number of coumn Along direction A (Length) 5Overall Plan Dimension of module Direction (LB) WIDTH 6.3 m Number of coumn Along direction B (Width) 4
1.690 m
0.630 m
Mxx = 2036.64x1.69/2 1721.0 kNm about X axisMzz = 2036.64x 0.63 / 2 641.5 kNm About Z axis
COG factor (based on 1000kNm unit moment) 1.7210 about X axisCOG factor (based on 1000kNm unit moment) 0.6415 About Z axis
Load per column along direction A based on 1000kNm unit moment 1000/5/6.3= 31.7460 kN about Z axisLoad per column along direction B based on 1000kNm unit moment 1000/4/16.9= 14.7929 kN about X axis
Length of COG envelope (10% of LA or 2m whichever is less)
Width of COG envelope (10% of LB or 1.2m whichever is less)
This calculation is doe considering the COG shift momemt will be distributed on the extreme columns of the buildings. For Longer buildings COG shift moment can be distributed over the series of columns along the length. Calculation for the same shall be done seperately.
A B
D C
PAGE 11 OF 29
UPPER ZAKUM 750 ISLANDS SURFACE FACILITIES PROJECT - EPC2
PROJECT No. P7512BUILDING CALCULATION SHEET OF LOAD MATRIX FOR SEA TRANSPORTATION
DOC No. :- Rev A1
This calculation is doe considering the COG shift momemt will be distributed on the extreme columns of the buildings. For Longer buildings COG shift moment can be distributed over the series of columns along the length. Calculation for the same shall be done seperately.
PAGE 12 OF 29
Pre -Combinations
UPPER ZAKUM 750 ISLANDS SURFACE FACILITIES PROJECT - EPC2
PROJECT No. P7512BUILDING CALCULATION SHEET OF LOAD MATRIX FOR SEA TRANSPORTATION
DOC No. :- 0 Rev A1
Description TOTAL ELECTRICAL DEAD LOAD FROM STAAD TOTAL INSTRUMENT DEAD LOAD FROM STAAD TOTAL HSE DEAD LOAD FROM STAAD
LC No. Load 201 -Y Load 211 -Y Load 221 -Y Load 231 -Y Load 241 -YWeight Report Weight 122.2 25.1 60.2 0.0 0.0
Model Weight 105.7 21.7 52.1 0.0 0.0
GROSS WEIGHT FACTOR FOR MASS IN LATERAL DIRECTIONS 1.000 1.000 1.000 1.000 1.000TOTAL GROSS DEAD LOAD FOR PRE-SERVICE ANALYSIS 1.156 1.156 1.156 1.000 1.000
501 Impact Factor Load
Impa
ct F
acto
r Loa
d
CoG
tole
ranc
e M
x
CoG
tole
ranc
e M
z
500
901
902
903
904
905
911
912
913
914
915
R95
0
R95
1
R95
2
R95
3
R95
4
501
R71
R72
R73
R74
R96
1
R96
2
R96
1
R96
2
R40
1
R40
2
Nat
ural
CO
G
3000 GRAVITY(NATURAL COG)+SCF 1.000 1.0003001 GRAVITY (NATURAL COG)+HEAVE+ROLL+WLT+SCF 1.178 0.558 0.558 0.410 0.477 0.558 0.000 0.000 0.000 0.000 0.000 1.050 1.000 1.4803002 GRAVITY (NATURAL COG)+HEAVE-ROLL+WL-T+SCF 1.077 -0.558 -0.558 -0.410 -0.477 -0.558 0.000 0.000 0.000 0.000 0.000 1.050 1.000 1.4803003 GRAVITY (NATURAL COG)-HEAVE+ROLL+WLT+SCF 0.802 0.421 0.421 0.274 0.340 0.421 0.000 0.000 0.000 0.000 0.000 1.000 1.4803004 GRAVITY (NATURAL COG) -HEAVE-ROLL+WL-T+SCF 0.702 -0.421 -0.421 -0.274 -0.340 -0.421 0.000 0.000 0.000 0.000 0.000 1.000 1.4803005 GRAVITY (NATURAL COG)+HEAVE+PITCH+HD+WLL+SCF 1.592 0.000 0.000 0.000 0.000 0.000 0.352 0.352 0.260 0.302 0.352 1.050 1.000 1.480 1.000 1.0003006 GRAVITY (NATURAL COG)+HEAVE-PITCH+HD+WL-L+SCF 0.751 0.000 0.000 0.000 0.000 0.000 -0.352 -0.352 -0.260 -0.302 -0.352 1.050 1.000 1.480 1.000 1.0003007 GRAVITY (NATURAL COG)-HEAVE+PITCH+HD+WLL+SCF 1.201 0.000 0.000 0.000 0.000 0.000 0.265 0.265 0.173 0.215 0.265 1.000 1.480 1.000 1.0003008 GRAVITY (NATURAL COG)-HEAVE-PITCH+HD+WL-L+SCF 0.361 0.000 0.000 0.000 0.000 0.000 -0.265 -0.265 -0.173 -0.215 -0.265 1.000 1.480 1.000 1.0003009 GRAVITY (NATURAL COG)+PITCH+ROLL+HEAVE+HD+0.707WLT+0.707WLL+SCF 1.288 0.395 0.395 0.290 0.337 0.395 0.249 0.249 0.184 0.213 0.249 1.050 1.000 1.046 1.046 1.000 1.0003010 GRAVITY (NATURAL COG)-PITCH-ROLL+HEAVE+HD+0.707WL-T+0.707WL-L+SCF 0.620 -0.395 -0.395 -0.290 -0.337 -0.395 -0.249 -0.249 -0.184 -0.213 -0.249 1.050 1.000 1.046 1.046 1.000 1.0003011 GRAVITY (NATURAL COG)+PITCH+ROLL-HEAVE+HD+0.707WLT+0.707WLL+SCF 1.215 0.298 0.298 0.193 0.241 0.298 0.187 0.187 0.122 0.152 0.187 1.000 1.046 1.046 1.000 1.0003012 GRAVITY (NATURAL COG)-PITCH-ROLL-HEAVE+HD+0.707WL-T+0.707WL-L+SCF 0.547 -0.298 -0.298 -0.193 -0.241 -0.298 -0.187 -0.187 -0.122 -0.152 -0.187 1.000 1.046 1.046 1.000 1.0003013 GRAVITY (NATURAL COG)+PITCH-ROLL+HEAVE+HD+0.707WL-T+0.707WLL+SCF 1.217 -0.395 -0.395 -0.290 -0.337 -0.395 0.249 0.249 0.184 0.213 0.249 1.050 1.000 1.046 1.046 1.000 1.0003014 GRAVITY (NATURAL COG)-PITCH+ROLL+HEAVE+HD+0.707WLT+0.707WL-L+SCF 0.691 0.395 0.395 0.290 0.337 0.395 -0.249 -0.249 -0.184 -0.213 -0.249 1.050 1.000 1.046 1.046 1.000 1.0003015 GRAVITY (NATURAL COG)+PITCH-ROLL-HEAVE+HD+0.707WL-T+0.707WLL+SCF 1.143 -0.298 -0.298 -0.193 -0.241 -0.298 0.187 0.187 0.122 0.152 0.187 1.000 1.046 1.046 1.000 1.0003016 GRAVITY (NATURAL COG)-PITCH+ROLL-HEAVE+HD+0.707WLT+0.707WL-L+SCF 0.618 0.298 0.298 0.193 0.241 0.298 -0.187 -0.187 -0.122 -0.152 -0.187 1.000 1.046 1.046 1.000 1.0003105 GRAVITY (NATURAL COG)+HEAVE+PITCH+SD+WLL+SCF 1.592 0.000 0.000 0.000 0.000 0.000 0.352 0.352 0.260 0.302 0.352 1.050 1.000 1.480 -1.000 -1.0003106 GRAVITY (NATURAL COG)+HEAVE-PITCH+SD+WL-L+SCF 0.751 0.000 0.000 0.000 0.000 0.000 -0.352 -0.352 -0.260 -0.302 -0.352 1.050 1.000 1.480 -1.000 -1.0003107 GRAVITY (NATURAL COG)-HEAVE+PITCH+SD+WLL+SCF 1.201 0.000 0.000 0.000 0.000 0.000 0.265 0.265 0.173 0.215 0.265 1.000 1.480 -1.000 -1.0003108 GRAVITY (NATURAL COG)-HEAVE-PITCH+SD+WL-L+SCF 0.361 0.000 0.000 0.000 0.000 0.000 -0.265 -0.265 -0.173 -0.215 -0.265 1.000 1.480 -1.000 -1.0003109 GRAVITY (NATURAL COG)+PITCH+ROLL+HEAVE+SD+0.707WLT+0.707WLL+SCF 1.288 0.395 0.395 0.290 0.337 0.395 0.249 0.249 0.184 0.213 0.249 1.050 1.000 1.046 1.046 -1.000 -1.0003110 GRAVITY (NATURAL COG)-PITCH-ROLL+HEAVE+SD+0.707WL-T+0.707WL-L+SCF 0.620 -0.395 -0.395 -0.290 -0.337 -0.395 -0.249 -0.249 -0.184 -0.213 -0.249 1.050 1.000 1.046 1.046 -1.000 -1.0003111 GRAVITY (NATURAL COG)+PITCH+ROLL-HEAVE+SD+0.707WLT+0.707WLL+SCF 1.215 0.298 0.298 0.193 0.241 0.298 0.187 0.187 0.122 0.152 0.187 1.000 1.046 1.046 -1.000 -1.0003112 GRAVITY (NATURAL COG)-PITCH-ROLL-HEAVE+SD+0.707WL-T+0.707WL-L+SCF 0.547 -0.298 -0.298 -0.193 -0.241 -0.298 -0.187 -0.187 -0.122 -0.152 -0.187 1.000 1.046 1.046 -1.000 -1.0003113 GRAVITY (NATURAL COG)+PITCH-ROLL+HEAVE+SD+0.707WL-T+0.707WLL+SCF 1.217 -0.395 -0.395 -0.290 -0.337 -0.395 0.249 0.249 0.184 0.213 0.249 1.050 1.000 1.046 1.046 -1.000 -1.0003114 GRAVITY (NATURAL COG)-PITCH+ROLL+HEAVE+SD+0.707WLT+0.707WL-L+SCF 0.691 0.395 0.395 0.290 0.337 0.395 -0.249 -0.249 -0.184 -0.213 -0.249 1.050 1.000 1.046 1.046 -1.000 -1.0003115 GRAVITY (NATURAL COG)+PITCH-ROLL-HEAVE+SD+0.707WL-T+0.707WLL+SCF 1.143 -0.298 -0.298 -0.193 -0.241 -0.298 0.187 0.187 0.122 0.152 0.187 1.000 1.046 1.046 -1.000 -1.0003116 GRAVITY (NATURAL COG)-PITCH+ROLL-HEAVE+SD+0.707WLT+0.707WL-L+SCF 0.618 0.298 0.298 0.193 0.241 0.298 -0.187 -0.187 -0.122 -0.152 -0.187 1.000 1.046 1.046 -1.000 -1.000
COG
corn
er A
3020 GRAVITY+COG A+SCFA 1.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.000 1.721 0.6423021 GRAVITY+HEAVE+ROLL+WLT+COG A+SCFA 1.178 0.558 0.558 0.410 0.477 0.558 0.000 0.000 0.000 0.000 0.000 1.050 1.000 1.480 1.721 0.6423022 GRAVITY+HEAVE-ROLL+WL-T+COG A+SCFA 1.077 -0.558 -0.558 -0.410 -0.477 -0.558 0.000 0.000 0.000 0.000 0.000 1.050 1.000 1.480 1.721 0.6423023 GRAVITY-HEAVE+ROLL+WLT+COG A+SCFA 0.802 0.421 0.421 0.274 0.340 0.421 0.000 0.000 0.000 0.000 0.000 1.000 1.480 1.721 0.6423024 GRAVITY-HEAVE-ROLL+WL-T+COG A+SCFA 0.702 -0.421 -0.421 -0.274 -0.340 -0.421 0.000 0.000 0.000 0.000 0.000 1.000 1.480 1.721 0.6423025 GRAVITY+HEAVE+PITCH+HD+WLL+COG A+SCFA 1.592 0.000 0.000 0.000 0.000 0.000 0.352 0.352 0.260 0.302 0.352 1.050 1.000 1.480 1.000 1.000 1.721 0.6423026 GRAVITY+HEAVE-PITCH+HD+WL-L+COG A+SCFA 0.751 0.000 0.000 0.000 0.000 0.000 -0.352 -0.352 -0.260 -0.302 -0.352 1.050 1.000 1.480 1.000 1.000 1.721 0.6423027 GRAVITY-HEAVE+PITCH+HD+WLL+COG A+SCFA 1.201 0.000 0.000 0.000 0.000 0.000 0.265 0.265 0.173 0.215 0.265 1.000 1.480 1.000 1.000 1.721 0.6423028 GRAVITY-HEAVE-PITCH +HD+WL-L+COG A+SCFA 0.361 0.000 0.000 0.000 0.000 0.000 -0.265 -0.265 -0.173 -0.215 -0.265 1.000 1.480 1.000 1.000 1.721 0.6423029 GRAVITY+PITCH+ROLL+HEAVE+HD+0.707WLT+0.707WLL+COGA+SCFA 1.288 0.395 0.395 0.290 0.337 0.395 0.249 0.249 0.184 0.213 0.249 1.050 1.000 1.046 1.046 1.000 1.000 1.721 0.6423030 GRAVITY-PITCH-ROLL+HEAVE+HD+0.707WL-T+0.707WL-L+COGA+SCFA 0.620 -0.395 -0.395 -0.290 -0.337 -0.395 -0.249 -0.249 -0.184 -0.213 -0.249 1.050 1.000 1.046 1.046 1.000 1.000 1.721 0.6423031 GRAVITY+PITCH+ROLL-HEAVE+HD+0.707WLT+0.707WLL+COGA+SCFA 1.215 0.298 0.298 0.193 0.241 0.298 0.187 0.187 0.122 0.152 0.187 1.000 1.046 1.046 1.000 1.000 1.721 0.6423032 GRAVITY-PITCH-ROLL-HEAVE+HD+0.707WL-T+0.707WL-L+COGA+SCFA 0.547 -0.298 -0.298 -0.193 -0.241 -0.298 -0.187 -0.187 -0.122 -0.152 -0.187 1.000 1.046 1.046 1.000 1.000 1.721 0.6423033 GRAVITY+PITCH-ROLL+HEAVE+HD+0.707WL-T+0.707WLL+COGA+SCFA 1.217 -0.395 -0.395 -0.290 -0.337 -0.395 0.249 0.249 0.184 0.213 0.249 1.050 1.000 1.046 1.046 1.000 1.000 1.721 0.6423034 GRAVITY-PITCH+ROLL+HEAVE+HD+0.707WLT+0.707WL-L+COGA+SCFA 0.691 0.395 0.395 0.290 0.337 0.395 -0.249 -0.249 -0.184 -0.213 -0.249 1.050 1.000 1.046 1.046 1.000 1.000 1.721 0.6423035 GRAVITY+PITCH-ROLL-HEAVE+HD+0.707WL-T+0.707WLL+COGA+SCFA 1.143 -0.298 -0.298 -0.193 -0.241 -0.298 0.187 0.187 0.122 0.152 0.187 1.000 1.046 1.046 1.000 1.000 1.721 0.6423036 GRAVITY-PITCH+ROLL-HEAVE+HD+0.707WLT+0.707WL-L+COGA+SCFA 0.618 0.298 0.298 0.193 0.241 0.298 -0.187 -0.187 -0.122 -0.152 -0.187 1.000 1.046 1.046 1.000 1.000 1.721 0.6423125 GRAVITY+HEAVE+PITCH+SD+WLL+COG A+SCFA 1.592 0.000 0.000 0.000 0.000 0.000 0.352 0.352 0.260 0.302 0.352 1.050 1.000 1.480 -1.000 -1.000 1.721 0.6423126 GRAVITY+HEAVE-PITCH+SD+WL-L+COG A+SCFA 0.751 0.000 0.000 0.000 0.000 0.000 -0.352 -0.352 -0.260 -0.302 -0.352 1.050 1.000 1.480 -1.000 -1.000 1.721 0.6423127 GRAVITY-HEAVE+PITCH+SD+WLL+COG A+SCFA 1.201 0.000 0.000 0.000 0.000 0.000 0.265 0.265 0.173 0.215 0.265 1.000 1.480 -1.000 -1.000 1.721 0.6423128 GRAVITY-HEAVE-PITCH+SD+WL-L+COG A+SCFA 0.361 0.000 0.000 0.000 0.000 0.000 -0.265 -0.265 -0.173 -0.215 -0.265 1.000 1.480 -1.000 -1.000 1.721 0.6423129 GRAVITY+PITCH+ROLL+HEAVE+SD+0.707WLT+0.707WLL+COGA+SCFA 1.288 0.395 0.395 0.290 0.337 0.395 0.249 0.249 0.184 0.213 0.249 1.050 1.000 1.046 1.046 -1.000 -1.000 1.721 0.6423130 GRAVITY-PITCH-ROLL+HEAVE+SD+0.707WL-T+0.707WL-L+COGA+SCFA 0.620 -0.395 -0.395 -0.290 -0.337 -0.395 -0.249 -0.249 -0.184 -0.213 -0.249 1.050 1.000 1.046 1.046 -1.000 -1.000 1.721 0.6423131 GRAVITY+PITCH+ROLL-HEAVE+SD+0.707WLT+0.707WLL+COGA+SCFA 1.215 0.298 0.298 0.193 0.241 0.298 0.187 0.187 0.122 0.152 0.187 1.000 1.046 1.046 -1.000 -1.000 1.721 0.6423132 GRAVITY-PITCH-ROLL-HEAVE+SD+0.707WL-T+0.707WL-L+COG A+SCFA 0.547 -0.298 -0.298 -0.193 -0.241 -0.298 -0.187 -0.187 -0.122 -0.152 -0.187 1.000 1.046 1.046 -1.000 -1.000 1.721 0.6423133 GRAVITY+PITCH-ROLL+HEAVE+SD+0.707WL-T+0.707WLL+COGA+SCFA 1.217 -0.395 -0.395 -0.290 -0.337 -0.395 0.249 0.249 0.184 0.213 0.249 1.050 1.000 1.046 1.046 -1.000 -1.000 1.721 0.6423134 GRAVITY -PITCH+ROLL+HEAVE+SD+0.707WLT+0.707WL-L+COGA+SCFA 0.691 0.395 0.395 0.290 0.337 0.395 -0.249 -0.249 -0.184 -0.213 -0.249 1.050 1.000 1.046 1.046 -1.000 -1.000 1.721 0.6423135 GRAVITY+PITCH-ROLL-HEAVE+SD+0.707WL-T+0.707WLL+COGA+SCFA 1.143 -0.298 -0.298 -0.193 -0.241 -0.298 0.187 0.187 0.122 0.152 0.187 1.000 1.046 1.046 -1.000 -1.000 1.721 0.6423136 GRAVITY-PITCH+ROLL-HEAVE+SD+0.707WLT+0.707WL-L+COG A+SCFA 0.618 0.298 0.298 0.193 0.241 0.298 -0.187 -0.187 -0.122 -0.152 -0.187 1.000 1.046 1.046 -1.000 -1.000 1.721 0.642
TOTAL STRUCTURAL DEAD LOAD FROM STAAD
TOTAL MECHANICAL DEAD LOAD FROM STAAD
TOTA
L G
RO
SS
DE
AD
LO
AD
FO
R P
RE
-S
ER
VIC
E A
NA
LYS
IS
TOTA
L D
EA
D L
OA
D
STR
UC
TUR
AL
IN+X
TOTA
L D
EA
D L
OA
D
HV
AC
, ELE
CTR
ICA
L &
IN
STR
UM
EN
T A
T R
OO
F LE
VE
L IN
+X
TOTA
L D
EA
D L
OA
D
HV
AC
, ELE
CTR
ICA
L &
IN
STR
UM
EN
T A
T M
IDD
LE L
EV
EL
IN+X
TOTA
L D
EA
D L
OA
D
HV
AC
, ELE
CTR
ICA
L &
IN
STR
UM
EN
T A
T B
OTT
OM
LE
VE
L IN
+X
TOTA
L D
EA
D L
OA
D
HS
E IN
+X
TOTA
L D
EA
D L
OA
D
STR
UC
TUR
AL
IN+Z
TOTA
L D
EA
D L
OA
D
HV
AC
, ELE
CTR
ICA
L &
IN
STR
UM
EN
T A
T R
OO
F LE
VE
L IN
+Z
TOTA
L D
EA
D L
OA
D
HV
AC
, ELE
CTR
ICA
L &
IN
STR
UM
EN
T A
T M
IDD
LE
LEV
EL
IN+Z
TOTA
L D
EA
D L
OA
D
HV
AC
, ELE
CTR
ICA
L &
IN
STR
UM
EN
T A
T B
OTT
OM
LE
VE
L IN
+Z
TOTA
L D
EA
D L
OA
D
HS
E IN
+Z
SE
AFA
STE
NIN
G
CA
NC
ELL
ATI
ON
FO
RC
ES
NA
TUR
AL
CO
G
SE
AFA
STE
NIN
G
CA
NC
ELL
ATI
ON
FO
RC
ES
NA
TUR
AL
CO
G A
SE
AFA
STE
NIN
G
CA
NC
ELL
ATI
ON
FO
RC
ES
NA
TUR
AL
CO
G B
SE
AFA
STE
NIN
G
CA
NC
ELL
ATI
ON
FO
RC
ES
NA
TUR
AL
CO
G C
SE
AFA
STE
NIN
G
CA
NC
ELL
ATI
ON
FO
RC
ES
NA
TUR
AL
CO
G D
IN-P
LAC
E W
IND
LO
AD
LO
NG
ITU
DIN
AL
DIR
EC
TIO
N
IN-P
LAC
E W
IND
LO
AD
TR
AN
SV
ER
SE
D
IRE
CTI
ON
IN-P
LAC
E W
IND
LO
AD
-LO
NG
ITU
DIN
AL
D
IRE
CTI
ON
IN-P
LAC
E W
IND
LO
AD
-TR
AN
SV
ER
SE
D
IRE
CTI
ON
Ver
tical
Bar
ge
Def
lect
ions
(Hog
ging
)
Dec
k S
tretc
h D
efle
ctio
ns (H
oggi
ng)
Ver
tical
Bar
ge
Def
lect
ions
(Sag
ging
)
Dec
k S
tretc
h D
efle
ctio
ns (S
aggi
ng)
Load Case
Load Combination
PAGE 13 OF 29
Pre -Combinations
UPPER ZAKUM 750 ISLANDS SURFACE FACILITIES PROJECT - EPC2
PROJECT No. P7512BUILDING CALCULATION SHEET OF LOAD MATRIX FOR SEA TRANSPORTATION
DOC No. :- 0 Rev A1
Description TOTAL ELECTRICAL DEAD LOAD FROM STAAD TOTAL INSTRUMENT DEAD LOAD FROM STAAD TOTAL HSE DEAD LOAD FROM STAAD
LC No. Load 201 -Y Load 211 -Y Load 221 -Y Load 231 -Y Load 241 -YWeight Report Weight 122.2 25.1 60.2 0.0 0.0
Model Weight 105.7 21.7 52.1 0.0 0.0
GROSS WEIGHT FACTOR FOR MASS IN LATERAL DIRECTIONS 1.000 1.000 1.000 1.000 1.000TOTAL GROSS DEAD LOAD FOR PRE-SERVICE ANALYSIS 1.156 1.156 1.156 1.000 1.000
501 Impact Factor Load
Impa
ct F
acto
r Loa
d
CoG
tole
ranc
e M
x
CoG
tole
ranc
e M
z
500
901
902
903
904
905
911
912
913
914
915
R95
0
R95
1
R95
2
R95
3
R95
4
501
R71
R72
R73
R74
R96
1
R96
2
R96
1
R96
2
R40
1
R40
2
TOTAL STRUCTURAL DEAD LOAD FROM STAAD
TOTAL MECHANICAL DEAD LOAD FROM STAAD
TOTA
L G
RO
SS
DE
AD
LO
AD
FO
R P
RE
-S
ER
VIC
E A
NA
LYS
IS
TOTA
L D
EA
D L
OA
D
STR
UC
TUR
AL
IN+X
TOTA
L D
EA
D L
OA
D
HV
AC
, ELE
CTR
ICA
L &
IN
STR
UM
EN
T A
T R
OO
F LE
VE
L IN
+X
TOTA
L D
EA
D L
OA
D
HV
AC
, ELE
CTR
ICA
L &
IN
STR
UM
EN
T A
T M
IDD
LE L
EV
EL
IN+X
TOTA
L D
EA
D L
OA
D
HV
AC
, ELE
CTR
ICA
L &
IN
STR
UM
EN
T A
T B
OTT
OM
LE
VE
L IN
+X
TOTA
L D
EA
D L
OA
D
HS
E IN
+X
TOTA
L D
EA
D L
OA
D
STR
UC
TUR
AL
IN+Z
TOTA
L D
EA
D L
OA
D
HV
AC
, ELE
CTR
ICA
L &
IN
STR
UM
EN
T A
T R
OO
F LE
VE
L IN
+Z
TOTA
L D
EA
D L
OA
D
HV
AC
, ELE
CTR
ICA
L &
IN
STR
UM
EN
T A
T M
IDD
LE
LEV
EL
IN+Z
TOTA
L D
EA
D L
OA
D
HV
AC
, ELE
CTR
ICA
L &
IN
STR
UM
EN
T A
T B
OTT
OM
LE
VE
L IN
+Z
TOTA
L D
EA
D L
OA
D
HS
E IN
+Z
SE
AFA
STE
NIN
G
CA
NC
ELL
ATI
ON
FO
RC
ES
NA
TUR
AL
CO
G
SE
AFA
STE
NIN
G
CA
NC
ELL
ATI
ON
FO
RC
ES
NA
TUR
AL
CO
G A
SE
AFA
STE
NIN
G
CA
NC
ELL
ATI
ON
FO
RC
ES
NA
TUR
AL
CO
G B
SE
AFA
STE
NIN
G
CA
NC
ELL
ATI
ON
FO
RC
ES
NA
TUR
AL
CO
G C
SE
AFA
STE
NIN
G
CA
NC
ELL
ATI
ON
FO
RC
ES
NA
TUR
AL
CO
G D
IN-P
LAC
E W
IND
LO
AD
LO
NG
ITU
DIN
AL
DIR
EC
TIO
N
IN-P
LAC
E W
IND
LO
AD
TR
AN
SV
ER
SE
D
IRE
CTI
ON
IN-P
LAC
E W
IND
LO
AD
-LO
NG
ITU
DIN
AL
D
IRE
CTI
ON
IN-P
LAC
E W
IND
LO
AD
-TR
AN
SV
ER
SE
D
IRE
CTI
ON
Ver
tical
Bar
ge
Def
lect
ions
(Hog
ging
)
Dec
k S
tretc
h D
efle
ctio
ns (H
oggi
ng)
Ver
tical
Bar
ge
Def
lect
ions
(Sag
ging
)
Dec
k S
tretc
h D
efle
ctio
ns (S
aggi
ng)
Load Case
Load Combination
COG
corn
er B
3040 GRAVITY+COG B+SCFB 1.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.000 -1.721 0.6423041 GRAVITY+HEAVE+ROLL+WLT+COG B+SCFB 1.178 0.558 0.558 0.410 0.477 0.558 0.000 0.000 0.000 0.000 0.000 1.050 1.000 1.480 -1.721 0.6423042 GRAVITY+HEAVE-ROLL+WL-T+COG B+SCFB 1.077 -0.558 -0.558 -0.410 -0.477 -0.558 0.000 0.000 0.000 0.000 0.000 1.050 1.000 1.480 -1.721 0.6423043 GRAVITY-HEAVE+ROLL+WLT+COG B+SCFB 0.802 0.421 0.421 0.274 0.340 0.421 0.000 0.000 0.000 0.000 0.000 1.000 1.480 -1.721 0.6423044 GRAVITY-HEAVE-ROLL+WL-T+COG B+SCFB 0.702 -0.421 -0.421 -0.274 -0.340 -0.421 0.000 0.000 0.000 0.000 0.000 1.000 1.480 -1.721 0.6423045 GRAVITY+HEAVE+PITCH+HD+WLL+COGB+SCFB 1.592 0.000 0.000 0.000 0.000 0.000 0.352 0.352 0.260 0.302 0.352 1.050 1.000 1.480 1.000 1.000 -1.721 0.6423046 GRAVITY+HEAVE-PITCH+HD+WL-L+COG B+SCFB 0.751 0.000 0.000 0.000 0.000 0.000 -0.352 -0.352 -0.260 -0.302 -0.352 1.050 1.000 1.480 1.000 1.000 -1.721 0.6423047 GRAVITY-HEAVE+PITCH+HD+WLL+COGB+SCFB 1.201 0.000 0.000 0.000 0.000 0.000 0.265 0.265 0.173 0.215 0.265 1.000 1.480 1.000 1.000 -1.721 0.6423048 GRAVITY-HEAVE-PITCH+HD+WL-L+COG B+SCFB 0.361 0.000 0.000 0.000 0.000 0.000 -0.265 -0.265 -0.173 -0.215 -0.265 1.000 1.480 1.000 1.000 -1.721 0.6423049 GRAVITY+PITCH+ROLL+HEAVE+HD+0.707WLT+0.707WLL+COGB+SCFB 1.288 0.395 0.395 0.290 0.337 0.395 0.249 0.249 0.184 0.213 0.249 1.050 1.000 1.046 1.046 1.000 1.000 -1.721 0.6423050 GRAVITY-PITCH-ROLL+HEAVE+HD+0.707WL-T+0.707WL-L+COGB+SCFB 0.620 -0.395 -0.395 -0.290 -0.337 -0.395 -0.249 -0.249 -0.184 -0.213 -0.249 1.050 1.000 1.046 1.046 1.000 1.000 -1.721 0.6423051 GRAVITY+PITCH+ROLL-HEAVE+HD+0.707WLT+0.707WLL+COG B+SCFB 1.215 0.298 0.298 0.193 0.241 0.298 0.187 0.187 0.122 0.152 0.187 1.000 1.046 1.046 1.000 1.000 -1.721 0.6423052 GRAVITY-PITCH-ROLL-HEAVE+HD+0.707WL-T+0.707WL-L+COG B+SCFB 0.547 -0.298 -0.298 -0.193 -0.241 -0.298 -0.187 -0.187 -0.122 -0.152 -0.187 1.000 1.046 1.046 1.000 1.000 -1.721 0.6423053 GRAVITY+PITCH-ROLL+HEAVE+HD+0.707WL-T+0.707WLL+COG B+SCFB 1.217 -0.395 -0.395 -0.290 -0.337 -0.395 0.249 0.249 0.184 0.213 0.249 1.050 1.000 1.046 1.046 1.000 1.000 -1.721 0.6423054 GRAVITY -PITCH+ROLL+HEAVE+HD+0.707WLT+0.707WL-L+COGB+SCFB 0.691 0.395 0.395 0.290 0.337 0.395 -0.249 -0.249 -0.184 -0.213 -0.249 1.050 1.000 1.046 1.046 1.000 1.000 -1.721 0.6423055 GRAVITY+PITCH-ROLL-HEAVE+HD+0.707WL-T+0.707WLL+COGB+SCFB 1.143 -0.298 -0.298 -0.193 -0.241 -0.298 0.187 0.187 0.122 0.152 0.187 1.000 1.046 1.046 1.000 1.000 -1.721 0.6423056 GRAVITY-PITCH+ROLL-HEAVE+HD+0.707WLT+0.707WL-L+COG B+SCFB 0.618 0.298 0.298 0.193 0.241 0.298 -0.187 -0.187 -0.122 -0.152 -0.187 1.000 1.046 1.046 1.000 1.000 -1.721 0.6423145 GRAVITY+HEAVE+PITCH+SD+WLL+COG B+SCFB 1.592 0.000 0.000 0.000 0.000 0.000 0.352 0.352 0.260 0.302 0.352 1.050 1.000 1.480 -1.000 -1.000 -1.721 0.6423146 GRAVITY+HEAVE-PITCH+SD+WL-L+COG B+SCFB 0.751 0.000 0.000 0.000 0.000 0.000 -0.352 -0.352 -0.260 -0.302 -0.352 1.050 1.000 1.480 -1.000 -1.000 -1.721 0.6423147 GRAVITY-HEAVE+PITCH+SD+WLL+COG B+SCFB 1.201 0.000 0.000 0.000 0.000 0.000 0.265 0.265 0.173 0.215 0.265 1.000 1.480 -1.000 -1.000 -1.721 0.6423148 GRAVITY-HEAVE-PITCH+SD+WL-L+COG B+SCFB 0.361 0.000 0.000 0.000 0.000 0.000 -0.265 -0.265 -0.173 -0.215 -0.265 1.000 1.480 -1.000 -1.000 -1.721 0.6423149 GRAVITY+PITCH+ROLL+HEAVE+SD+0.707WLT+0.707WLL+COG B+SCFB 1.288 0.395 0.395 0.290 0.337 0.395 0.249 0.249 0.184 0.213 0.249 1.050 1.000 1.046 1.046 -1.000 -1.000 -1.721 0.6423150 GRAVITY-PITCH-ROLL+HEAVE+SD+0.707WL-T+0.707WL-L+COG B+SCFB 0.620 -0.395 -0.395 -0.290 -0.337 -0.395 -0.249 -0.249 -0.184 -0.213 -0.249 1.050 1.000 1.046 1.046 -1.000 -1.000 -1.721 0.6423151 GRAVITY+PITCH+ROLL-HEAVE+SD+0.707WLT+0.707WLL+COG B +SCFB 1.215 0.298 0.298 0.193 0.241 0.298 0.187 0.187 0.122 0.152 0.187 1.000 1.046 1.046 -1.000 -1.000 -1.721 0.6423152 GRAVITY-PITCH-ROLL-HEAVE+SD+0.707WL-T+0.707WL-L+COG B+SCFB 0.547 -0.298 -0.298 -0.193 -0.241 -0.298 -0.187 -0.187 -0.122 -0.152 -0.187 1.000 1.046 1.046 -1.000 -1.000 -1.721 0.6423153 GRAVITY+PITCH-ROLL+HEAVE+SD+0.707WL-T+0.707WLL+COG B+SCFB 1.217 -0.395 -0.395 -0.290 -0.337 -0.395 0.249 0.249 0.184 0.213 0.249 1.050 1.000 1.046 1.046 -1.000 -1.000 -1.721 0.6423154 GRAVITY -PITCH+ROLL+HEAVE+SD+0.707WLT+0.707WL-L+COG B +SCFB 0.691 0.395 0.395 0.290 0.337 0.395 -0.249 -0.249 -0.184 -0.213 -0.249 1.050 1.000 1.046 1.046 -1.000 -1.000 -1.721 0.6423155 GRAVITY+PITCH-ROLL-HEAVE+SD+0.707WL-T+0.707WLL+COG B +SCFB 1.143 -0.298 -0.298 -0.193 -0.241 -0.298 0.187 0.187 0.122 0.152 0.187 1.000 1.046 1.046 -1.000 -1.000 -1.721 0.6423156 GRAVITY-PITCH+ROLL-HEAVE+SD+0.707WLT+0.707WL-L+COG B+SCFB 0.618 0.298 0.298 0.193 0.241 0.298 -0.187 -0.187 -0.122 -0.152 -0.187 1.000 1.046 1.046 -1.000 -1.000 -1.721 0.642
COG
corn
er C
3060 GRAVITY+COG C+SCFC 1.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.000 -1.721 -0.6423061 GRAVITY+HEAVE+ROLL+WLT+COG C+SCFC 1.178 0.558 0.558 0.410 0.477 0.558 0.000 0.000 0.000 0.000 0.000 1.050 1.000 1.480 -1.721 -0.6423062 GRAVITY+HEAVE-ROLL+WL-T+COG C+SCFC 1.077 -0.558 -0.558 -0.410 -0.477 -0.558 0.000 0.000 0.000 0.000 0.000 1.050 1.000 1.480 -1.721 -0.6423063 GRAVITY-HEAVE+ROLL+WLT+COG C+SCFC 0.802 0.421 0.421 0.274 0.340 0.421 0.000 0.000 0.000 0.000 0.000 1.000 1.480 -1.721 -0.6423064 GRAVITY-HEAVE-ROLL+WL-T+COG C+SCFC 0.702 -0.421 -0.421 -0.274 -0.340 -0.421 0.000 0.000 0.000 0.000 0.000 1.000 1.480 -1.721 -0.6423065 GRAVITY+HEAVE+PITCH+HD+WLL+COG C+SCFC 1.592 0.000 0.000 0.000 0.000 0.000 0.352 0.352 0.260 0.302 0.352 1.050 1.000 1.480 1.000 1.000 -1.721 -0.6423066 GRAVITY+HEAVE-PITCH+HD+WL-L+COG C+SCFC 0.751 0.000 0.000 0.000 0.000 0.000 -0.352 -0.352 -0.260 -0.302 -0.352 1.050 1.000 1.480 1.000 1.000 -1.721 -0.6423067 GRAVITY-HEAVE+PITCH+HD+WLL+COG C +SCFC 1.201 0.000 0.000 0.000 0.000 0.000 0.265 0.265 0.173 0.215 0.265 1.000 1.480 1.000 1.000 -1.721 -0.6423068 GRAVITY-HEAVE-PITCH+HD+WL-L+COG C+SCFC 0.361 0.000 0.000 0.000 0.000 0.000 -0.265 -0.265 -0.173 -0.215 -0.265 1.000 1.480 1.000 1.000 -1.721 -0.6423069 GRAVITY+PITCH+ROLL+HEAVE+HD+0.707WLT+0.707WLL+COG C+SCFC 1.288 0.395 0.395 0.290 0.337 0.395 0.249 0.249 0.184 0.213 0.249 1.050 1.000 1.046 1.046 1.000 1.000 -1.721 -0.6423070 GRAVITY-PITCH-ROLL+HEAVE+HD+0.707WL-T+0.707WL-L+COG C+SCFC 0.620 -0.395 -0.395 -0.290 -0.337 -0.395 -0.249 -0.249 -0.184 -0.213 -0.249 1.050 1.000 1.046 1.046 1.000 1.000 -1.721 -0.6423071 GRAVITY+PITCH+ROLL-HEAVE+HD+0.707WLT+0.707WLL+COG C+SCFC 1.215 0.298 0.298 0.193 0.241 0.298 0.187 0.187 0.122 0.152 0.187 1.000 1.046 1.046 1.000 1.000 -1.721 -0.6423072 GRAVITY-PITCH-ROLL-HEAVE+HD+0.707WL-T+0.707WL-L+COG C+SCFC 0.547 -0.298 -0.298 -0.193 -0.241 -0.298 -0.187 -0.187 -0.122 -0.152 -0.187 1.000 1.046 1.046 1.000 1.000 -1.721 -0.6423073 GRAVITY+PITCH-ROLL+HEAVE+HD+0.707WL-T+0.707WLL+COG C+SCFC 1.217 -0.395 -0.395 -0.290 -0.337 -0.395 0.249 0.249 0.184 0.213 0.249 1.050 1.000 1.046 1.046 1.000 1.000 -1.721 -0.6423074 GRAVITY -PITCH+ROLL+HEAVE+HD+0.707WLT+0.707WL-L+COG C +SCFC 0.691 0.395 0.395 0.290 0.337 0.395 -0.249 -0.249 -0.184 -0.213 -0.249 1.050 1.000 1.046 1.046 1.000 1.000 -1.721 -0.6423075 GRAVITY+PITCH-ROLL-HEAVE+HD+0.707WL-T+0.707WLL+COG C +SCFC 1.143 -0.298 -0.298 -0.193 -0.241 -0.298 0.187 0.187 0.122 0.152 0.187 1.000 1.046 1.046 1.000 1.000 -1.721 -0.6423076 GRAVITY-PITCH+ROLL-HEAVE+HD+0.707WLT+0.707WL-L+COG C +SCFC 0.618 0.298 0.298 0.193 0.241 0.298 -0.187 -0.187 -0.122 -0.152 -0.187 1.000 1.046 1.046 1.000 1.000 -1.721 -0.6423165 GRAVITY+HEAVE+PITCH+SD+WLL+COG C+SCFC 1.592 0.000 0.000 0.000 0.000 0.000 0.352 0.352 0.260 0.302 0.352 1.050 1.000 1.480 -1.000 -1.000 -1.721 -0.6423166 GRAVITY+HEAVE-PITCH+SD+WL-L+COG C+SCFC 0.751 0.000 0.000 0.000 0.000 0.000 -0.352 -0.352 -0.260 -0.302 -0.352 1.050 1.000 1.480 -1.000 -1.000 -1.721 -0.6423167 GRAVITY-HEAVE+PITCH+SD+WLL+COG C+SCFC 1.201 0.000 0.000 0.000 0.000 0.000 0.265 0.265 0.173 0.215 0.265 1.000 1.480 -1.000 -1.000 -1.721 -0.6423168 GRAVITY-HEAVE-PITCH+SD+WL-L+COG C+SCFC 0.361 0.000 0.000 0.000 0.000 0.000 -0.265 -0.265 -0.173 -0.215 -0.265 1.000 1.480 -1.000 -1.000 -1.721 -0.6423169 GRAVITY+PITCH+ROLL+HEAVE+SD+0.707WLT+0.707WLL+COG C+SCFC 1.288 0.395 0.395 0.290 0.337 0.395 0.249 0.249 0.184 0.213 0.249 1.050 1.000 1.046 1.046 -1.000 -1.000 -1.721 -0.6423170 GRAVITY-PITCH-ROLL+HEAVE+SD+0.707WL-T+0.707WL-L+COG C+SCFC 0.620 -0.395 -0.395 -0.290 -0.337 -0.395 -0.249 -0.249 -0.184 -0.213 -0.249 1.050 1.000 1.046 1.046 -1.000 -1.000 -1.721 -0.6423171 GRAVITY+PITCH+ROLL-HEAVE+SD+0.707WLT+0.707WLL+COG C +SCFC 1.215 0.298 0.298 0.193 0.241 0.298 0.187 0.187 0.122 0.152 0.187 1.000 1.046 1.046 -1.000 -1.000 -1.721 -0.6423172 GRAVITY-PITCH-ROLL-HEAVE+SD+0.707WL-T+0.707WL-L+COG C+SCFC 0.547 -0.298 -0.298 -0.193 -0.241 -0.298 -0.187 -0.187 -0.122 -0.152 -0.187 1.000 1.046 1.046 -1.000 -1.000 -1.721 -0.6423173 GRAVITY+PITCH-ROLL+HEAVE+SD+0.707WL-T+0.707WLL+COG C+SCFC 1.217 -0.395 -0.395 -0.290 -0.337 -0.395 0.249 0.249 0.184 0.213 0.249 1.050 1.000 1.046 1.046 -1.000 -1.000 -1.721 -0.6423174 GRAVITY -PITCH+ROLL+HEAVE+SD+0.707WLT+0.707WL-L+COG C +SCFC 0.691 0.395 0.395 0.290 0.337 0.395 -0.249 -0.249 -0.184 -0.213 -0.249 1.050 1.000 1.046 1.046 -1.000 -1.000 -1.721 -0.6423175 GRAVITY+PITCH-ROLL-HEAVE+SD+0.707WL-T+0.707WLL+COG C +SCFC 1.143 -0.298 -0.298 -0.193 -0.241 -0.298 0.187 0.187 0.122 0.152 0.187 1.000 1.046 1.046 -1.000 -1.000 -1.721 -0.6423176 GRAVITY-PITCH+ROLL-HEAVE+SD+0.707WLT+0.707WL-L+COG C +SCFC 0.618 0.298 0.298 0.193 0.241 0.298 -0.187 -0.187 -0.122 -0.152 -0.187 1.000 1.046 1.046 -1.000 -1.000 -1.721 -0.642
PAGE 14 OF 29
Pre -Combinations
UPPER ZAKUM 750 ISLANDS SURFACE FACILITIES PROJECT - EPC2
PROJECT No. P7512BUILDING CALCULATION SHEET OF LOAD MATRIX FOR SEA TRANSPORTATION
DOC No. :- 0 Rev A1
Description TOTAL ELECTRICAL DEAD LOAD FROM STAAD TOTAL INSTRUMENT DEAD LOAD FROM STAAD TOTAL HSE DEAD LOAD FROM STAAD
LC No. Load 201 -Y Load 211 -Y Load 221 -Y Load 231 -Y Load 241 -YWeight Report Weight 122.2 25.1 60.2 0.0 0.0
Model Weight 105.7 21.7 52.1 0.0 0.0
GROSS WEIGHT FACTOR FOR MASS IN LATERAL DIRECTIONS 1.000 1.000 1.000 1.000 1.000TOTAL GROSS DEAD LOAD FOR PRE-SERVICE ANALYSIS 1.156 1.156 1.156 1.000 1.000
501 Impact Factor Load
Impa
ct F
acto
r Loa
d
CoG
tole
ranc
e M
x
CoG
tole
ranc
e M
z
500
901
902
903
904
905
911
912
913
914
915
R95
0
R95
1
R95
2
R95
3
R95
4
501
R71
R72
R73
R74
R96
1
R96
2
R96
1
R96
2
R40
1
R40
2
TOTAL STRUCTURAL DEAD LOAD FROM STAAD
TOTAL MECHANICAL DEAD LOAD FROM STAAD
TOTA
L G
RO
SS
DE
AD
LO
AD
FO
R P
RE
-S
ER
VIC
E A
NA
LYS
IS
TOTA
L D
EA
D L
OA
D
STR
UC
TUR
AL
IN+X
TOTA
L D
EA
D L
OA
D
HV
AC
, ELE
CTR
ICA
L &
IN
STR
UM
EN
T A
T R
OO
F LE
VE
L IN
+X
TOTA
L D
EA
D L
OA
D
HV
AC
, ELE
CTR
ICA
L &
IN
STR
UM
EN
T A
T M
IDD
LE L
EV
EL
IN+X
TOTA
L D
EA
D L
OA
D
HV
AC
, ELE
CTR
ICA
L &
IN
STR
UM
EN
T A
T B
OTT
OM
LE
VE
L IN
+X
TOTA
L D
EA
D L
OA
D
HS
E IN
+X
TOTA
L D
EA
D L
OA
D
STR
UC
TUR
AL
IN+Z
TOTA
L D
EA
D L
OA
D
HV
AC
, ELE
CTR
ICA
L &
IN
STR
UM
EN
T A
T R
OO
F LE
VE
L IN
+Z
TOTA
L D
EA
D L
OA
D
HV
AC
, ELE
CTR
ICA
L &
IN
STR
UM
EN
T A
T M
IDD
LE
LEV
EL
IN+Z
TOTA
L D
EA
D L
OA
D
HV
AC
, ELE
CTR
ICA
L &
IN
STR
UM
EN
T A
T B
OTT
OM
LE
VE
L IN
+Z
TOTA
L D
EA
D L
OA
D
HS
E IN
+Z
SE
AFA
STE
NIN
G
CA
NC
ELL
ATI
ON
FO
RC
ES
NA
TUR
AL
CO
G
SE
AFA
STE
NIN
G
CA
NC
ELL
ATI
ON
FO
RC
ES
NA
TUR
AL
CO
G A
SE
AFA
STE
NIN
G
CA
NC
ELL
ATI
ON
FO
RC
ES
NA
TUR
AL
CO
G B
SE
AFA
STE
NIN
G
CA
NC
ELL
ATI
ON
FO
RC
ES
NA
TUR
AL
CO
G C
SE
AFA
STE
NIN
G
CA
NC
ELL
ATI
ON
FO
RC
ES
NA
TUR
AL
CO
G D
IN-P
LAC
E W
IND
LO
AD
LO
NG
ITU
DIN
AL
DIR
EC
TIO
N
IN-P
LAC
E W
IND
LO
AD
TR
AN
SV
ER
SE
D
IRE
CTI
ON
IN-P
LAC
E W
IND
LO
AD
-LO
NG
ITU
DIN
AL
D
IRE
CTI
ON
IN-P
LAC
E W
IND
LO
AD
-TR
AN
SV
ER
SE
D
IRE
CTI
ON
Ver
tical
Bar
ge
Def
lect
ions
(Hog
ging
)
Dec
k S
tretc
h D
efle
ctio
ns (H
oggi
ng)
Ver
tical
Bar
ge
Def
lect
ions
(Sag
ging
)
Dec
k S
tretc
h D
efle
ctio
ns (S
aggi
ng)
Load Case
Load Combination
COG
corn
er D
3080 GRAVITY+COG D+SCFD 1.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1.000 1.721 -0.6423081 GRAVITY+HEAVE+ROLL+WLT+COG D+SCFD 1.178 0.558 0.558 0.410 0.477 0.558 0.000 0.000 0.000 0.000 0.000 1.050 1.000 1.480 1.721 -0.6423082 GRAVITY+HEAVE-ROLL+WL-T+COG D+SCFD 1.077 -0.558 -0.558 -0.410 -0.477 -0.558 0.000 0.000 0.000 0.000 0.000 1.050 1.000 1.480 1.721 -0.6423083 GRAVITY-HEAVE+ROLL+WLT+COG D+SCFD 0.802 0.421 0.421 0.274 0.340 0.421 0.000 0.000 0.000 0.000 0.000 1.000 1.480 1.721 -0.6423084 GRAVITY-HEAVE-ROLL+WL-T+COG D+SCFD 0.702 -0.421 -0.421 -0.274 -0.340 -0.421 0.000 0.000 0.000 0.000 0.000 1.000 1.480 1.721 -0.6423085 GRAVITY+HEAVE+PITCH+HD+WLL+COG D+SCFD 1.592 0.000 0.000 0.000 0.000 0.000 0.352 0.352 0.260 0.302 0.352 1.050 1.000 1.480 1.000 1.000 1.721 -0.6423086 GRAVITY+HEAVE-PITCH+HD+WL-L+COG D+SCFD 0.751 0.000 0.000 0.000 0.000 0.000 -0.352 -0.352 -0.260 -0.302 -0.352 1.050 1.000 1.480 1.000 1.000 1.721 -0.6423087 GRAVITY-HEAVE+PITCH+HD+WLL+COG D +SCFD 1.201 0.000 0.000 0.000 0.000 0.000 0.265 0.265 0.173 0.215 0.265 1.000 1.480 1.000 1.000 1.721 -0.6423088 GRAVITY-HEAVE-PITCH+HD+WL-L+COG D+SCFD 0.361 0.000 0.000 0.000 0.000 0.000 -0.265 -0.265 -0.173 -0.215 -0.265 1.000 1.480 1.000 1.000 1.721 -0.6423089 GRAVITY+PITCH+ROLL+HEAVE+HD+0.707WLT+0.707WLL+COG D+SCFD 1.288 0.395 0.395 0.290 0.337 0.395 0.249 0.249 0.184 0.213 0.249 1.050 1.000 1.046 1.046 1.000 1.000 1.721 -0.6423090 GRAVITY-PITCH-ROLL+HEAVE+HD+0.707WL-T+0.707WL-L+COG D+SCFD 0.620 -0.395 -0.395 -0.290 -0.337 -0.395 -0.249 -0.249 -0.184 -0.213 -0.249 1.050 1.000 1.046 1.046 1.000 1.000 1.721 -0.6423091 GRAVITY+PITCH+ROLL-HEAVE+HD+0.707WLT+0.707WLL+COG D+SCFD 1.215 0.298 0.298 0.193 0.241 0.298 0.187 0.187 0.122 0.152 0.187 1.000 1.046 1.046 1.000 1.000 1.721 -0.6423092 GRAVITY-PITCH-ROLL-HEAVE+HD+0.707WL-T+0.707WL-L+COG D+SCFD 0.547 -0.298 -0.298 -0.193 -0.241 -0.298 -0.187 -0.187 -0.122 -0.152 -0.187 1.000 1.046 1.046 1.000 1.000 1.721 -0.6423093 GRAVITY+PITCH-ROLL+HEAVE+HD+0.707WL-T+0.707WLL+COG D+SCFD 1.217 -0.395 -0.395 -0.290 -0.337 -0.395 0.249 0.249 0.184 0.213 0.249 1.050 1.000 1.046 1.046 1.000 1.000 1.721 -0.6423094 GRAVITY -PITCH+ROLL+HEAVE+HD+0.707WLT+0.707WL-L+COG D +SCFD 0.691 0.395 0.395 0.290 0.337 0.395 -0.249 -0.249 -0.184 -0.213 -0.249 1.050 1.000 1.046 1.046 1.000 1.000 1.721 -0.6423095 GRAVITY+PITCH-ROLL-HEAVE+HD+0.707WL-T+0.707WLL+COG D +SCFD 1.143 -0.298 -0.298 -0.193 -0.241 -0.298 0.187 0.187 0.122 0.152 0.187 1.000 1.046 1.046 1.000 1.000 1.721 -0.6423096 GRAVITY-PITCH+ROLL-HEAVE+HD+0.707WLT+0.707WL-L+COG D +SCFD 0.618 0.298 0.298 0.193 0.241 0.298 -0.187 -0.187 -0.122 -0.152 -0.187 1.000 1.046 1.046 1.000 1.000 1.721 -0.6423185 GRAVITY+HEAVE+PITCH+SD+WLL+COG D+SCFD 1.592 0.000 0.000 0.000 0.000 0.000 0.352 0.352 0.260 0.302 0.352 1.050 1.000 1.480 -1.000 -1.000 1.721 -0.6423186 GRAVITY+HEAVE-PITCH+SD+WL-L+COG D+SCFD 0.751 0.000 0.000 0.000 0.000 0.000 -0.352 -0.352 -0.260 -0.302 -0.352 1.050 1.000 1.480 -1.000 -1.000 1.721 -0.6423187 GRAVITY-HEAVE+PITCH+SD+WLL+COG D+SCFD 1.201 0.000 0.000 0.000 0.000 0.000 0.265 0.265 0.173 0.215 0.265 1.000 1.480 -1.000 -1.000 1.721 -0.6423188 GRAVITY-HEAVE-PITCH+SD+WL-L+COG D+SCFD 0.361 0.000 0.000 0.000 0.000 0.000 -0.265 -0.265 -0.173 -0.215 -0.265 1.000 1.480 -1.000 -1.000 1.721 -0.6423189 GRAVITY+PITCH+ROLL+HEAVE+SD+0.707WLT+0.707WLL+COG D+SCFD 1.288 0.395 0.395 0.290 0.337 0.395 0.249 0.249 0.184 0.213 0.249 1.050 1.000 1.046 1.046 -1.000 -1.000 1.721 -0.6423190 GRAVITY-PITCH-ROLL+HEAVE+SD+0.707WL-T+0.707WL-L+COG D+SCFD 0.620 -0.395 -0.395 -0.290 -0.337 -0.395 -0.249 -0.249 -0.184 -0.213 -0.249 1.050 1.000 1.046 1.046 -1.000 -1.000 1.721 -0.6423191 GRAVITY+PITCH+ROLL-HEAVE+SD+0.707WLT+0.707WLL+COG D +SCFD 1.215 0.298 0.298 0.193 0.241 0.298 0.187 0.187 0.122 0.152 0.187 1.000 1.046 1.046 -1.000 -1.000 1.721 -0.6423192 GRAVITY-PITCH-ROLL-HEAVE+SD+0.707WL-T+0.707WL-L+COG D+SCFD 0.547 -0.298 -0.298 -0.193 -0.241 -0.298 -0.187 -0.187 -0.122 -0.152 -0.187 1.000 1.046 1.046 -1.000 -1.000 1.721 -0.6423193 GRAVITY+PITCH-ROLL+HEAVE+SD+0.707WL-T+0.707WLL+COG D+SCFD 1.217 -0.395 -0.395 -0.290 -0.337 -0.395 0.249 0.249 0.184 0.213 0.249 1.050 1.000 1.046 1.046 -1.000 -1.000 1.721 -0.6423194 GRAVITY -PITCH+ROLL+HEAVE+SD+0.707WLT+0.707WL-L+COG D +SCFD 0.691 0.395 0.395 0.290 0.337 0.395 -0.249 -0.249 -0.184 -0.213 -0.249 1.050 1.000 1.046 1.046 -1.000 -1.000 1.721 -0.6423195 GRAVITY+PITCH-ROLL-HEAVE+SD+0.707WL-T+0.707WLL+COG D +SCFD 1.143 -0.298 -0.298 -0.193 -0.241 -0.298 0.187 0.187 0.122 0.152 0.187 1.000 1.046 1.046 -1.000 -1.000 1.721 -0.6423196 GRAVITY-PITCH+ROLL-HEAVE+SD+0.707WLT+0.707WL-L+COG D +SCFD 0.618 0.298 0.298 0.193 0.241 0.298 -0.187 -0.187 -0.122 -0.152 -0.187 1.000 1.046 1.046 -1.000 -1.000 1.721 -0.642
UPPER ZAKUM 750 ISLANDS SURFACE FACILITIES PROJECT - EPC2
PROJECT No. P7512BUILDING CALCULATION SHEET OF LOAD MATRIX FOR SEA TRANSPORTATION
Doc No. XXXX Rev.A2************************************************************************** LOADS & LOAD COMBINATION DEFINE REFERENCE LOADS** WIND LOADS** WIND LOADS SHALL BE KEPT SAME AS IN-PLACE ANALYSIS FILE************************************************************************
LOAD R71 IN-PLACE WIND LOAD LONGITUDINAL DIRECTION************************************************************************
************************************************************************LOAD R72 IN-PLACE WIND LOAD TRANSVERSE DIRECTION
************************************************************************
************************************************************************LOAD R73 IN-PLACE WIND LOAD-LONGITUDINAL DIRECTION
************************************************************************
************************************************************************LOAD R74 IN-PLACE WIND LOAD-TRANSVERSE DIRECTION
************************************************************************* COG Correction************************************************************************
LOAD R401 COG TOLERANCE MX************************************************************************
************************************************************************LOAD R402 COG TOLERANCE MZ
************************************************************************
************************************************************************** MASS IN LATERAL DIRECTION** +X DIRECTION************************************************************************
LOAD R601 DEAD MODELLED – STRUCTURAL+X DIRECTION************************************************************************
************************************************************************LOAD R602 DEAD NON MODELLED – STRUCTURAL IN+X DIRECTION
************************************************************************
************************************************************************LOAD R603 OTHER DEAD NON MODELLED – STRUCTURAL IN+X DIRECTION
************************************************************************
************************************************************************LOAD R611 HVAC LOAD AT ROOF LEVEL IN+X DIRECTION
************************************************************************
************************************************************************LOAD R612 HVAC LOAD AT MIDDLE FLOOR LEVEL IN+X DIRECTION
************************************************************************
************************************************************************LOAD R621 ELECTRICAL LOAD AT ROOF LEVEL IN+X DIRECTION
************************************************************************
************************************************************************LOAD R622 ELECTRICAL LOAD AT MIDDLE FLOOR LEVEL IN+X DIRECTION
************************************************************************
************************************************************************LOAD R623 ELECTRICAL LOAD AT BOTTOM FLOOR LEVEL IN+X DIRECTION
************************************************************************
************************************************************************LOAD R631 INSTRUMENT LOAD AT ROOF LEVEL IN+X DIRECTION
************************************************************************
************************************************************************LOAD R632 INSTRUMENT LOAD AT MIDDLE FLOOR LEVEL IN+X DIRECTION
************************************************************************
************************************************************************LOAD R633 INSTRUMENT LOAD AT BOTTOM FLOOR LEVEL IN+X DIRECTION
************************************************************************
************************************************************************LOAD R641 HSE LOAD IN+X DIRECTION
************************************************************************
************************************************************************LOAD R690 CRANE LOAD IN+X DIRECTION
************************************************************************
************************************************************************** +Z DIRECTION************************************************************************
LOAD R701 DEAD MODELLED – STRUCTURAL IN+Z DIRECTION************************************************************************
************************************************************************LOAD R702 DEAD NON MODELLED – STRUCTURAL IN+Z DIRECTION
************************************************************************
************************************************************************LOAD R703 OTHER DEAD NON MODELLED – STRUCTURAL IN+Z DIRECTION
************************************************************************
UPPER ZAKUM 750 ISLANDS SURFACE FACILITIES PROJECT - EPC2
PROJECT No. P7512BUILDING CALCULATION SHEET OF LOAD MATRIX FOR SEA TRANSPORTATION
Doc No. XXXX Rev.A2************************************************************************
LOAD R711 HVAC LOAD AT ROOF LEVEL IN+Z DIRECTION************************************************************************
************************************************************************LOAD R712 HVAC LOAD AT MIDDLE FLOOR LEVEL IN+Z DIRECTION
************************************************************************
************************************************************************LOAD R721 ELECTRICAL LOAD AT ROOF LEVEL IN+Z DIRECTION
************************************************************************
************************************************************************LOAD R722 ELECTRICAL LOAD AT MIDDLE FLOOR LEVEL IN+Z DIRECTION
************************************************************************
************************************************************************LOAD R723 ELECTRICAL LOAD AT BOTTOM FLOOR LEVEL IN+Z DIRECTION
************************************************************************
************************************************************************LOAD R731 INSTRUMENT LOAD AT ROOF LEVEL IN+Z DIRECTION
************************************************************************
************************************************************************LOAD R732 INSTRUMENT LOAD AT MIDDLE FLOOR LEVEL IN+Z DIRECTION
************************************************************************
************************************************************************LOAD R733 INSTRUMENT LOAD AT BOTTOM FLOOR LEVEL IN+Z DIRECTION
************************************************************************
************************************************************************LOAD R741 HSE LOAD IN+Z DIRECTION
************************************************************************
************************************************************************LOAD R790 CRANE LOAD IN+Z DIRECTION
************************************************************************
************************************************************************** SEAFASTENING CANCELLATION FORCES ************************************************************************
LOAD R950 SEAFASTENING CANCELLATION FORCES NATURAL COG************************************************************************
************************************************************************LOAD R951 SEAFASTENING CANCELLATION FORCES NATURAL COG A
************************************************************************
************************************************************************LOAD R952 SEAFASTENING CANCELLATION FORCES NATURAL COG B
************************************************************************
************************************************************************LOAD R953 SEAFASTENING CANCELLATION FORCES NATURAL COG C
************************************************************************
************************************************************************LOAD R954 SEAFASTENING CANCELLATION FORCES NATURAL COG D
************************************************************************
************************************************************************* Deck Deflections************************************************************************
LOAD R961 VERTICAL BARGE DEFLECTIONS (HOGGING)************************************************************************
************************************************************************LOAD R962 DECK STRETCH DEFLECTIONS (HOGGING)
************************************************************************
************************************************************************************************************************************************END DEFINE REFERENCE LOADS**************************************************************************************************************************************************BASIC LOAD CASES************************************************************************** BASIC LOAD CASES KEPT SAME OF IN-PLACE ANALYSIS FILE************************************************************************
*************************************************************************Total load from Staad Cases************************************************************************LOAD 201 TOTAL STRUCTURAL DEAD LOAD FROM STAADREPEAT LOAD1 1.000 2 1.000 3 1.000************************************************************************LOAD 211 TOTAL MECHANICAL DEAD LOAD FROM STAADREPEAT LOAD11 1.000 12 1.000 90 1.000************************************************************************LOAD 221 TOTAL ELECTRICAL DEAD LOAD FROM STAADREPEAT LOAD21 1.000 22 1.000 23 1.000************************************************************************LOAD 231 TOTAL INSTRUMENT DEAD LOAD FROM STAAD
UPPER ZAKUM 750 ISLANDS SURFACE FACILITIES PROJECT - EPC2
PROJECT No. P7512BUILDING CALCULATION SHEET OF LOAD MATRIX FOR SEA TRANSPORTATION
Doc No. XXXX Rev.A2REPEAT LOAD31 1.000 32 1.000 33 1.000************************************************************************LOAD 241 TOTAL HSE DEAD LOAD FROM STAADREPEAT LOAD41 1.000*************************************************************************************************************************************************Gorss load as per weight report************************************************************************LOAD 301 GORSS STRUCTURAL DEAD LOAD AS PER WEIGHT REPORTREPEAT LOAD201 1.156************************************************************************LOAD 311 TOTAL GROSS MECHANICAL DEAD LOAD AS PER WEIGHT REPORTREPEAT LOAD211 1.156************************************************************************LOAD 321 TOTAL ELECTRICAL DEAD LOAD AS PER WEIGHT REPORTREPEAT LOAD221 1.156************************************************************************LOAD 331 TOTAL INSTRUMENT DEAD LOAD AS PER WEIGHT REPORTREPEAT LOAD231 1.000************************************************************************LOAD 341 TOTAL HSE DEAD LOAD AS PER WEIGHT REPORTREPEAT LOAD241 1.000************************************************************************************************************************************************LOAD 500 TOTAL GROSS DEAD LOAD FOR PRE-SERVICE ANALYSISREPEAT LOAD301 1.000 311 1.000 321 1.000 331 1.000 341 1.000************************************************************************LOAD 501 Impact Factor LoadREPEAT LOAD500 0.050************************************************************************************************************************************************LOAD 901 TOTAL DEAD LOAD STRUCTURAL IN+X REFERENCE LOAD R601 1.156 R602 1.156 R603 1.156************************************************************************LOAD 902 TOTAL DEAD LOAD HVAC, ELECTRICAL & INSTRUMENT AT ROOF LEVEL IN+X REFERENCE LOAD R611 1.156 R621 1.156 R631 1.000 R690 1.156************************************************************************LOAD 903 TOTAL DEAD LOAD HVAC, ELECTRICAL & INSTRUMENT AT MIDDLE LEVEL IN+XREFERENCE LOAD R612 1.156 R622 1.156 R632 1.000************************************************************************LOAD 904 TOTAL DEAD LOAD HVAC, ELECTRICAL & INSTRUMENT AT BOTTOM LEVEL IN+X REFERENCE LOAD R623 1.156 R633 1.000************************************************************************LOAD 905 TOTAL DEAD LOAD HSE IN+XREFERENCE LOAD R641 1.000************************************************************************LOAD 911 TOTAL DEAD LOAD STRUCTURAL IN+Z REFERENCE LOAD R701 1.156 R702 1.156 R703 1.156************************************************************************LOAD 912 TOTAL DEAD LOAD HVAC, ELECTRICAL & INSTRUMENT AT ROOF LEVEL IN+Z REFERENCE LOAD R711 1.156 R721 1.156 R731 1.000 R790 1.156************************************************************************LOAD 913 TOTAL DEAD LOAD HVAC, ELECTRICAL & INSTRUMENT AT MIDDLE LEVEL IN+Z REFERENCE LOAD R712 1.156 R722 1.156 R732 1.000************************************************************************LOAD 914 TOTAL DEAD LOAD HVAC, ELECTRICAL & INSTRUMENT AT BOTTOM LEVEL IN+Z REFERENCE LOAD R723 1.156 R733 1.000************************************************************************LOAD 915 TOTAL DEAD LOAD HSE IN+Z REFERENCE LOAD R741 1.000************************************************************************************************************************************************* Load Combinations************************************************************************LOAD 3000 GRAVITY(NATURAL COG)+SCFREFERENCE LOADR950 1.000REPEAT LOAD500 1.000************************************************************************LOAD 3001 GRAVITY (NATURAL COG)+HEAVE+ROLL+WLT+SCFREFERENCE LOADR72 1.480 R950 1.050REPEAT LOAD901 0.558 902 0.558 903 0.410 904 0.477 905 0.558 -500 1.178 501 1.000************************************************************************LOAD 3002 GRAVITY (NATURAL COG)+HEAVE-ROLL+WL-T+SCFREFERENCE LOAD
UPPER ZAKUM 750 ISLANDS SURFACE FACILITIES PROJECT - EPC2
PROJECT No. P7512BUILDING CALCULATION SHEET OF LOAD MATRIX FOR SEA TRANSPORTATION
Doc No. XXXX Rev.A2R74 1.480 R950 1.050REPEAT LOAD901 -0.558 902 -0.558 903 -0.410 904 -0.477 905 -0.558 -500 1.077 501 1.000************************************************************************LOAD 3003 GRAVITY (NATURAL COG)-HEAVE+ROLL+WLT+SCFREFERENCE LOADR72 1.480 R950 1.000REPEAT LOAD901 0.421 902 0.421 903 0.274 904 0.340 905 0.421 -500 0.802************************************************************************LOAD 3004 GRAVITY (NATURAL COG) -HEAVE-ROLL+WL-T+SCFREFERENCE LOADR74 1.480 R950 1.000REPEAT LOAD901 -0.421 902 -0.421 903 -0.274 904 -0.340 905 -0.421 -500 0.702************************************************************************LOAD 3005 GRAVITY (NATURAL COG)+HEAVE+PITCH+HD+WLL+SCFREFERENCE LOADR71 1.480 R961 1.000 R962 1.000 R950 1.050REPEAT LOAD911 0.352 912 0.352 913 0.260 914 0.302 915 0.352 -500 1.592 501 1.000************************************************************************LOAD 3006 GRAVITY (NATURAL COG)+HEAVE-PITCH+HD+WL-L+SCFREFERENCE LOADR73 1.480 R961 1.000 R962 1.000 R950 1.050REPEAT LOAD911 -0.352 912 -0.352 913 -0.260 914 -0.302 915 -0.352 -500 0.751 501 1.000************************************************************************LOAD 3007 GRAVITY (NATURAL COG)-HEAVE+PITCH+HD+WLL+SCFREFERENCE LOADR71 1.480 R961 1.000 R962 1.000 R950 1.000REPEAT LOAD911 0.265 912 0.265 913 0.173 914 0.215 915 0.265 -500 1.201************************************************************************LOAD 3008 GRAVITY (NATURAL COG)-HEAVE-PITCH+HD+WL-L+SCFREFERENCE LOADR73 1.480 R961 1.000 R962 1.000 R950 1.000REPEAT LOAD911 -0.265 912 -0.265 913 -0.173 914 -0.215 915 -0.265 -500 0.361************************************************************************LOAD 3009 GRAVITY (NATURAL COG)+PITCH+ROLL+HEAVE+HD+0.707WLT+0.707WLL+SCFREFERENCE LOADR71 1.046 R72 1.046 R961 1.000 R962 1.000 R950 1.050REPEAT LOAD901 0.395 902 0.395 903 0.290 904 0.337 905 0.395 -911 0.249 912 0.249 913 0.184 914 0.213 915 0.249 -500 1.288 501 1.000************************************************************************LOAD 3010 GRAVITY (NATURAL COG)-PITCH-ROLL+HEAVE+HD+0.707WL-T+0.707WL-L+SCF REFERENCE LOADR73 1.046 R74 1.046 R961 1.000 R962 1.000 R950 1.050REPEAT LOAD901 -0.395 902 -0.395 903 -0.290 904 -0.337 905 -0.395 -911 -0.249 912 -0.249 913 -0.184 914 -0.213 915 -0.249 -500 0.620 501 1.000************************************************************************LOAD 3011 GRAVITY (NATURAL COG)+PITCH+ROLL-HEAVE+HD+0.707WLT+0.707WLL+SCF REFERENCE LOADR71 1.046 R72 1.046 R961 1.000 R962 1.000 R950 1.000REPEAT LOAD901 0.298 902 0.298 903 0.193 904 0.241 905 0.298 -911 0.187 912 0.187 913 0.122 914 0.152 915 0.187 -500 1.215************************************************************************LOAD 3012 GRAVITY (NATURAL COG)-PITCH-ROLL-HEAVE+HD+0.707WL-T+0.707WL-L+SCF REFERENCE LOADR73 1.046 R74 1.046 R961 1.000 R962 1.000 R950 1.000REPEAT LOAD901 -0.298 902 -0.298 903 -0.193 904 -0.241 905 -0.298 -911 -0.187 912 -0.187 913 -0.122 914 -0.152 915 -0.187 -500 0.547************************************************************************LOAD 3013 GRAVITY (NATURAL COG)+PITCH-ROLL+HEAVE+HD+0.707WL-T+0.707WLL+SCF REFERENCE LOADR71 1.046 R74 1.046 R961 1.000 R962 1.000 R950 1.050REPEAT LOAD901 -0.395 902 -0.395 903 -0.290 904 -0.337 905 -0.395 -911 0.249 912 0.249 913 0.184 914 0.213 915 0.249 -500 1.217 501 1.000************************************************************************LOAD 3014 GRAVITY (NATURAL COG)-PITCH+ROLL+HEAVE+HD+0.707WLT+0.707WL-L+SCFREFERENCE LOADR73 1.046 R72 1.046 R961 1.000 R962 1.000 R950 1.050REPEAT LOAD901 0.395 902 0.395 903 0.290 904 0.337 905 0.395 -911 -0.249 912 -0.249 913 -0.184 914 -0.213 915 -0.249 -500 0.691 501 1.000************************************************************************LOAD 3015 GRAVITY (NATURAL COG)+PITCH-ROLL-HEAVE+HD+0.707WL-T+0.707WLL+SCF REFERENCE LOADR71 1.046 R74 1.046 R961 1.000 R962 1.000 R950 1.000
UPPER ZAKUM 750 ISLANDS SURFACE FACILITIES PROJECT - EPC2
PROJECT No. P7512BUILDING CALCULATION SHEET OF LOAD MATRIX FOR SEA TRANSPORTATION
Doc No. XXXX Rev.A2REPEAT LOAD901 -0.298 902 -0.298 903 -0.193 904 -0.241 905 -0.298 -911 0.187 912 0.187 913 0.122 914 0.152 915 0.187 -500 1.143************************************************************************LOAD 3016 GRAVITY (NATURAL COG)-PITCH+ROLL-HEAVE+HD+0.707WLT+0.707WL-L+SCFREFERENCE LOADR73 1.046 R72 1.046 R961 1.000 R962 1.000 R950 1.000REPEAT LOAD901 0.298 902 0.298 903 0.193 904 0.241 905 0.298 -911 -0.187 912 -0.187 913 -0.122 914 -0.152 915 -0.187 -500 0.618************************************************************************LOAD 3105 GRAVITY (NATURAL COG)+HEAVE+PITCH+SD+WLL+SCFREFERENCE LOADR71 1.480 R961 -1.000 R962 -1.000 R950 1.050REPEAT LOAD911 0.352 912 0.352 913 0.260 914 0.302 915 0.352 -500 1.592 501 1.000************************************************************************LOAD 3106 GRAVITY (NATURAL COG)+HEAVE-PITCH+SD+WL-L+SCFREFERENCE LOADR73 1.480 R961 -1.000 R962 -1.000 R950 1.050REPEAT LOAD911 -0.352 912 -0.352 913 -0.260 914 -0.302 915 -0.352 -500 0.751 501 1.000************************************************************************LOAD 3107 GRAVITY (NATURAL COG)-HEAVE+PITCH+SD+WLL+SCFREFERENCE LOADR71 1.480 R961 -1.000 R962 -1.000 R950 1.000REPEAT LOAD911 0.265 912 0.265 913 0.173 914 0.215 915 0.265 -500 1.201************************************************************************LOAD 3108 GRAVITY (NATURAL COG)-HEAVE-PITCH+SD+WL-L+SCFREFERENCE LOADR73 1.480 R961 -1.000 R962 -1.000 R950 1.000REPEAT LOAD911 -0.265 912 -0.265 913 -0.173 914 -0.215 915 -0.265 -500 0.361************************************************************************LOAD 3109 GRAVITY (NATURAL COG)+PITCH+ROLL+HEAVE+SD+0.707WLT+0.707WLL+SCF REFERENCE LOADR71 1.046 R72 1.046 R961 -1.000 R962 -1.000 R950 1.050REPEAT LOAD901 0.395 902 0.395 903 0.290 904 0.337 905 0.395 -911 0.249 912 0.249 913 0.184 914 0.213 915 0.249 -500 1.288 501 1.000************************************************************************LOAD 3110 GRAVITY (NATURAL COG)-PITCH-ROLL+HEAVE+SD+0.707WL-T+0.707WL-L+SCF REFERENCE LOADR73 1.046 R74 1.046 R961 -1.000 R962 -1.000 R950 1.050REPEAT LOAD901 -0.395 902 -0.395 903 -0.290 904 -0.337 905 -0.395 -911 -0.249 912 -0.249 913 -0.184 914 -0.213 915 -0.249 -500 0.620 501 1.000************************************************************************LOAD 3111 GRAVITY (NATURAL COG)+PITCH+ROLL-HEAVE+SD+0.707WLT+0.707WLL+SCFREFERENCE LOADR71 1.046 R72 1.046 R961 -1.000 R962 -1.000 R950 1.000REPEAT LOAD901 0.298 902 0.298 903 0.193 904 0.241 905 0.298 -911 0.187 912 0.187 913 0.122 914 0.152 915 0.187 -500 1.215************************************************************************LOAD 3112 GRAVITY (NATURAL COG)-PITCH-ROLL-HEAVE+SD+0.707WL-T+0.707WL-L+SCF REFERENCE LOADR73 1.046 R74 1.046 R961 -1.000 R962 -1.000 R950 1.000REPEAT LOAD901 -0.298 902 -0.298 903 -0.193 904 -0.241 905 -0.298 -911 -0.187 912 -0.187 913 -0.122 914 -0.152 915 -0.187 -500 0.547************************************************************************LOAD 3113 GRAVITY (NATURAL COG)+PITCH-ROLL+HEAVE+SD+0.707WL-T+0.707WLL+SCF REFERENCE LOADR71 1.046 R74 1.046 R961 -1.000 R962 -1.000 R950 1.050REPEAT LOAD901 -0.395 902 -0.395 903 -0.290 904 -0.337 905 -0.395 -911 0.249 912 0.249 913 0.184 914 0.213 915 0.249 -500 1.217 501 1.000************************************************************************LOAD 3114 GRAVITY (NATURAL COG)-PITCH+ROLL+HEAVE+SD+0.707WLT+0.707WL-L+SCF REFERENCE LOADR73 1.046 R72 1.046 R961 -1.000 R962 -1.000 R950 1.050REPEAT LOAD901 0.395 902 0.395 903 0.290 904 0.337 905 0.395 -911 -0.249 912 -0.249 913 -0.184 914 -0.213 915 -0.249 -500 0.691 501 1.000************************************************************************LOAD 3115 GRAVITY (NATURAL COG)+PITCH-ROLL-HEAVE+SD+0.707WL-T+0.707WLL+SCFREFERENCE LOADR71 1.046 R74 1.046 R961 -1.000 R962 -1.000 R950 1.000REPEAT LOAD901 -0.298 902 -0.298 903 -0.193 904 -0.241 905 -0.298 -911 0.187 912 0.187 913 0.122 914 0.152 915 0.187 -500 1.143************************************************************************LOAD 3116 GRAVITY (NATURAL COG)-PITCH+ROLL-HEAVE+SD+0.707WLT+0.707WL-L+SCF
UPPER ZAKUM 750 ISLANDS SURFACE FACILITIES PROJECT - EPC2
PROJECT No. P7512BUILDING CALCULATION SHEET OF LOAD MATRIX FOR SEA TRANSPORTATION
Doc No. XXXX Rev.A2REFERENCE LOADR73 1.046 R72 1.046 R961 -1.000 R962 -1.000 R950 1.000REPEAT LOAD901 0.298 902 0.298 903 0.193 904 0.241 905 0.298 -911 -0.187 912 -0.187 913 -0.122 914 -0.152 915 -0.187 -500 0.618************************************************************************************************************************************************LOAD 3020 GRAVITY+COG A+SCFAREFERENCE LOADR951 1.000 R401 1.721 R402 0.642REPEAT LOAD500 1.000************************************************************************LOAD 3021 GRAVITY+HEAVE+ROLL+WLT+COG A+SCFAREFERENCE LOADR72 1.480 R951 1.050 R401 1.721 R402 0.642REPEAT LOAD901 0.558 902 0.558 903 0.410 904 0.477 905 0.558 -500 1.178 501 1.000************************************************************************LOAD 3022 GRAVITY+HEAVE-ROLL+WL-T+COG A+SCFAREFERENCE LOADR74 1.480 R951 1.050 R401 1.721 R402 0.642REPEAT LOAD901 -0.558 902 -0.558 903 -0.410 904 -0.477 905 -0.558 -500 1.077 501 1.000************************************************************************LOAD 3023 GRAVITY-HEAVE+ROLL+WLT+COG A+SCFAREFERENCE LOADR71 1.480 R951 1.000 R401 1.721 R402 0.642REPEAT LOAD901 0.421 902 0.421 903 0.274 904 0.340 905 0.421 -500 0.802************************************************************************LOAD 3024 GRAVITY-HEAVE-ROLL+WL-T+COG A+SCFAREFERENCE LOADR74 1.480 R951 1.000 R401 1.721 R402 0.642REPEAT LOAD901 -0.421 902 -0.421 903 -0.274 904 -0.340 905 -0.421 -500 0.702************************************************************************LOAD 3025 GRAVITY+HEAVE+PITCH+HD+WLL+COG A+SCFAREFERENCE LOADR71 1.480 R961 1.000 R962 1.000 R951 1.050 R401 1.721 -R402 0.642REPEAT LOAD911 0.352 912 0.352 913 0.260 914 0.302 915 0.352 -500 1.592 501 1.000************************************************************************LOAD 3026 GRAVITY+HEAVE-PITCH+HD+WL-L+COG A+SCFAREFERENCE LOADR73 1.480 R961 1.000 R962 1.000 R951 1.050 R401 1.721 -R402 0.642REPEAT LOAD911 -0.352 912 -0.352 913 -0.260 914 -0.302 915 -0.352 -500 0.751 501 1.000************************************************************************LOAD 3027 GRAVITY-HEAVE+PITCH+HD+WLL+COG A+SCFA REFERENCE LOADR71 1.480 R961 1.000 R962 1.000 R951 1.000 R401 1.721 -R402 0.642REPEAT LOAD911 0.265 912 0.265 913 0.173 914 0.215 915 0.265 -500 1.201************************************************************************LOAD 3028 GRAVITY-HEAVE-PITCH +HD+WL-L+COG A+SCFAREFERENCE LOADR73 1.480 R961 1.000 R962 1.000 R951 1.000 R401 1.721 -R402 0.642REPEAT LOAD911 -0.265 912 -0.265 913 -0.173 914 -0.215 915 -0.265 -500 0.361************************************************************************LOAD 3029 GRAVITY+PITCH+ROLL+HEAVE+HD+0.707WLT+0.707WLL+COGA+SCFAREFERENCE LOADR71 1.046 R72 1.046 R961 1.000 R962 1.000 R951 1.050 -R401 1.721 R402 0.642REPEAT LOAD901 0.395 902 0.395 903 0.290 904 0.337 905 0.395 -911 0.249 912 0.249 913 0.184 914 0.213 915 0.249 -500 1.288 501 1.000************************************************************************LOAD 3030 GRAVITY-PITCH-ROLL+HEAVE+HD+0.707WL-T+0.707WL-L+COGA+SCFAREFERENCE LOADR73 1.046 R74 1.046 R961 1.000 R962 1.000 R951 1.050 -R401 1.721 R402 0.642REPEAT LOAD901 -0.395 902 -0.395 903 -0.290 904 -0.337 905 -0.395 -911 -0.249 912 -0.249 913 -0.184 914 -0.213 915 -0.249 -500 0.620 501 1.000************************************************************************LOAD 3031 GRAVITY+PITCH+ROLL-HEAVE+HD+0.707WLT+0.707WLL+COGA+SCFAREFERENCE LOADR71 1.046 R72 1.046 R961 1.000 R962 1.000 R951 1.000 -R401 1.721 R402 0.642REPEAT LOAD901 0.298 902 0.298 903 0.193 904 0.241 905 0.298 -
UPPER ZAKUM 750 ISLANDS SURFACE FACILITIES PROJECT - EPC2
PROJECT No. P7512BUILDING CALCULATION SHEET OF LOAD MATRIX FOR SEA TRANSPORTATION
Doc No. XXXX Rev.A2911 0.187 912 0.187 913 0.122 914 0.152 915 0.187 -500 1.215************************************************************************LOAD 3032 GRAVITY-PITCH-ROLL-HEAVE+HD+0.707WL-T+0.707WL-L+COGA+SCFAREFERENCE LOADR73 1.046 R74 1.046 R961 1.000 R962 1.000 R951 1.000 -R401 1.721 R402 0.642REPEAT LOAD901 -0.298 902 -0.298 903 -0.193 904 -0.241 905 -0.298 -911 -0.187 912 -0.187 913 -0.122 914 -0.152 915 -0.187 -500 0.547************************************************************************LOAD 3033 GRAVITY+PITCH-ROLL+HEAVE+HD+0.707WL-T+0.707WLL+COGA+SCFAREFERENCE LOADR71 1.046 R74 1.046 R961 1.000 R962 1.000 R951 1.050 -R401 1.721 R402 0.642REPEAT LOAD901 -0.395 902 -0.395 903 -0.290 904 -0.337 905 -0.395 -911 0.249 912 0.249 913 0.184 914 0.213 915 0.249 -500 1.217 501 1.000************************************************************************LOAD 3034 GRAVITY-PITCH+ROLL+HEAVE+HD+0.707WLT+0.707WL-L+COGA+SCFA REFERENCE LOADR73 1.046 R72 1.046 R961 1.000 R962 1.000 R951 1.050 -R401 1.721 R402 0.642REPEAT LOAD901 0.395 902 0.395 903 0.290 904 0.337 905 0.395 -911 -0.249 912 -0.249 913 -0.184 914 -0.213 915 -0.249 -500 0.691 501 1.000************************************************************************LOAD 3035 GRAVITY+PITCH-ROLL-HEAVE+HD+0.707WL-T+0.707WLL+COGA+SCFA REFERENCE LOADR71 1.046 R74 1.046 R961 1.000 R962 1.000 R951 1.000 -R401 1.721 R402 0.642REPEAT LOAD901 -0.298 902 -0.298 903 -0.193 904 -0.241 905 -0.298 -911 0.187 912 0.187 913 0.122 914 0.152 915 0.187 -500 1.143************************************************************************LOAD 3036 GRAVITY-PITCH+ROLL-HEAVE+HD+0.707WLT+0.707WL-L+COGA+SCFA REFERENCE LOADR73 1.046 R72 1.046 R961 1.000 R962 1.000 R951 1.000 -R401 1.721 R402 0.642REPEAT LOAD901 0.298 902 0.298 903 0.193 904 0.241 905 0.298 -911 -0.187 912 -0.187 913 -0.122 914 -0.152 915 -0.187 -500 0.618************************************************************************LOAD 3125 GRAVITY+HEAVE+PITCH+SD+WLL+COG A+SCFAREFERENCE LOADR71 1.480 R961 -1.000 R962 -1.000 R951 1.050 R401 1.721 -R402 0.642REPEAT LOAD911 0.352 912 0.352 913 0.260 914 0.302 915 0.352 -500 1.592 501 1.000************************************************************************LOAD 3126 GRAVITY+HEAVE-PITCH+SD+WL-L+COG A+SCFAREFERENCE LOADR73 1.480 R961 -1.000 R962 -1.000 R951 1.050 R401 1.721 -R402 0.642REPEAT LOAD911 -0.352 912 -0.352 913 -0.260 914 -0.302 915 -0.352 -500 0.751 501 1.000************************************************************************LOAD 3127 GRAVITY-HEAVE+PITCH+SD+WLL+COG A+SCFAREFERENCE LOADR71 1.480 R961 -1.000 R962 -1.000 R951 1.000 R401 1.721 -R402 0.642REPEAT LOAD911 0.265 912 0.265 913 0.173 914 0.215 915 0.265 -500 1.201************************************************************************LOAD 3128 GRAVITY-HEAVE-PITCH+SD+WL-L+COG A+SCFAREFERENCE LOADR73 1.480 R961 -1.000 R962 -1.000 R951 1.000 R401 1.721 -R402 0.642REPEAT LOAD911 -0.265 912 -0.265 913 -0.173 914 -0.215 915 -0.265 -500 0.361************************************************************************LOAD 3129 GRAVITY+PITCH+ROLL+HEAVE+SD+0.707WLT+0.707WLL+COGA+SCFAREFERENCE LOADR71 1.046 R72 1.046 R961 -1.000 R962 -1.000 R951 1.050 -R401 1.721 R402 0.642REPEAT LOAD901 0.395 902 0.395 903 0.290 904 0.337 905 0.395 -911 0.249 912 0.249 913 0.184 914 0.213 915 0.249 -500 1.288 501 1.000************************************************************************LOAD 3130 GRAVITY-PITCH-ROLL+HEAVE+SD+0.707WL-T+0.707WL-L+COGA+SCFAREFERENCE LOADR73 1.046 R74 1.046 R961 -1.000 R962 -1.000 R951 1.050 -R401 1.721 R402 0.642REPEAT LOAD901 -0.395 902 -0.395 903 -0.290 904 -0.337 905 -0.395 -911 -0.249 912 -0.249 913 -0.184 914 -0.213 915 -0.249 -500 0.620 501 1.000************************************************************************
UPPER ZAKUM 750 ISLANDS SURFACE FACILITIES PROJECT - EPC2
PROJECT No. P7512BUILDING CALCULATION SHEET OF LOAD MATRIX FOR SEA TRANSPORTATION
Doc No. XXXX Rev.A2LOAD 3131 GRAVITY+PITCH+ROLL-HEAVE+SD+0.707WLT+0.707WLL+COGA+SCFA REFERENCE LOADR71 1.046 R72 1.046 R961 -1.000 R962 -1.000 R951 1.000 -R401 1.721 R402 0.642REPEAT LOAD901 0.298 902 0.298 903 0.193 904 0.241 905 0.298 -911 0.187 912 0.187 913 0.122 914 0.152 915 0.187 -500 1.215************************************************************************LOAD 3132 GRAVITY-PITCH-ROLL-HEAVE+SD+0.707WL-T+0.707WL-L+COG A+SCFAREFERENCE LOADR73 1.046 R74 1.046 R961 -1.000 R962 -1.000 R951 1.000 -R401 1.721 R402 0.642REPEAT LOAD901 -0.298 902 -0.298 903 -0.193 904 -0.241 905 -0.298 -911 -0.187 912 -0.187 913 -0.122 914 -0.152 915 -0.187 -500 0.547************************************************************************LOAD 3133 GRAVITY+PITCH-ROLL+HEAVE+SD+0.707WL-T+0.707WLL+COGA+SCFAREFERENCE LOADR71 1.046 R74 1.046 R961 -1.000 R962 -1.000 R951 1.050 -R401 1.721 R402 0.642REPEAT LOAD901 -0.395 902 -0.395 903 -0.290 904 -0.337 905 -0.395 -911 0.249 912 0.249 913 0.184 914 0.213 915 0.249 -500 1.217 501 1.000************************************************************************LOAD 3134 GRAVITY -PITCH+ROLL+HEAVE+SD+0.707WLT+0.707WL-L+COGA+SCFA REFERENCE LOADR73 1.046 R72 1.046 R961 -1.000 R962 -1.000 R951 1.050 -R401 1.721 R402 0.642REPEAT LOAD901 0.395 902 0.395 903 0.290 904 0.337 905 0.395 -911 -0.249 912 -0.249 913 -0.184 914 -0.213 915 -0.249 -500 0.691 501 1.000************************************************************************LOAD 3135 GRAVITY+PITCH-ROLL-HEAVE+SD+0.707WL-T+0.707WLL+COGA+SCFA REFERENCE LOADR71 1.046 R74 1.046 R961 -1.000 R962 -1.000 R951 1.000 -R401 1.721 R402 0.642REPEAT LOAD901 -0.298 902 -0.298 903 -0.193 904 -0.241 905 -0.298 -911 0.187 912 0.187 913 0.122 914 0.152 915 0.187 -500 1.143************************************************************************LOAD 3136 GRAVITY-PITCH+ROLL-HEAVE+SD+0.707WLT+0.707WL-L+COG A+SCFA REFERENCE LOADR73 1.046 R72 1.046 R961 -1.000 R962 -1.000 R951 1.000 -R401 1.721 R402 0.642REPEAT LOAD901 0.298 902 0.298 903 0.193 904 0.241 905 0.298 -911 -0.187 912 -0.187 913 -0.122 914 -0.152 915 -0.187 -500 0.618************************************************************************LOAD 3040 GRAVITY+COG B+SCFBREFERENCE LOADR952 1.000 R401 -1.721 R402 0.642REPEAT LOAD500 1.000************************************************************************LOAD 3041 GRAVITY+HEAVE+ROLL+WLT+COG B+SCFBREFERENCE LOADR72 1.480 R952 1.050 R401 -1.721 R402 0.642REPEAT LOAD901 0.558 902 0.558 903 0.410 904 0.477 905 0.558 -500 1.178 501 1.000************************************************************************LOAD 3042 GRAVITY+HEAVE-ROLL+WL-T+COG B+SCFBREFERENCE LOADR74 1.480 R952 1.050 R401 -1.721 R402 0.642REPEAT LOAD901 -0.558 902 -0.558 903 -0.410 904 -0.477 905 -0.558 -500 1.077 501 1.000************************************************************************LOAD 3043 GRAVITY-HEAVE+ROLL+WLT+COG B+SCFBREFERENCE LOADR72 1.480 R952 1.000 R401 -1.721 R402 0.642REPEAT LOAD901 0.421 902 0.421 903 0.274 904 0.340 905 0.421 -500 0.802************************************************************************LOAD 3044 GRAVITY-HEAVE-ROLL+WL-T+COG B+SCFBREFERENCE LOADR74 1.480 R952 1.000 R401 -1.721 R402 0.642REPEAT LOAD901 -0.421 902 -0.421 903 -0.274 904 -0.340 905 -0.421 -500 0.702************************************************************************LOAD 3045 GRAVITY+HEAVE+PITCH+HD+WLL+COGB+SCFBREFERENCE LOADR71 1.480 R961 1.000 R962 1.000 R952 1.050 R401 -1.721 -R402 0.642REPEAT LOAD911 0.352 912 0.352 913 0.260 914 0.302 915 0.352 -500 1.592 501 1.000************************************************************************LOAD 3046 GRAVITY+HEAVE-PITCH+HD+WL-L+COG B+SCFBREFERENCE LOAD
UPPER ZAKUM 750 ISLANDS SURFACE FACILITIES PROJECT - EPC2
PROJECT No. P7512BUILDING CALCULATION SHEET OF LOAD MATRIX FOR SEA TRANSPORTATION
Doc No. XXXX Rev.A2R73 1.480 R961 1.000 R962 1.000 R952 1.050 R401 -1.721 -R402 0.642REPEAT LOAD911 -0.352 912 -0.352 913 -0.260 914 -0.302 915 -0.352 -500 0.751 501 1.000************************************************************************LOAD 3047 GRAVITY-HEAVE+PITCH+HD+WLL+COGB+SCFBREFERENCE LOADR71 1.480 R961 1.000 R962 1.000 R952 1.000 R401 -1.721 -R402 0.642REPEAT LOAD911 0.265 912 0.265 913 0.173 914 0.215 915 0.265 -500 1.201************************************************************************LOAD 3048 GRAVITY-HEAVE-PITCH+HD+WL-L+COG B+SCFBREFERENCE LOADR73 1.480 R961 1.000 R962 1.000 R952 1.000 R401 -1.721 -R402 0.642REPEAT LOAD911 -0.265 912 -0.265 913 -0.173 914 -0.215 915 -0.265 -500 0.361************************************************************************LOAD 3049 GRAVITY+PITCH+ROLL+HEAVE+HD+0.707WLT+0.707WLL+COGB+SCFBREFERENCE LOADR71 1.046 R72 1.046 R961 1.000 R962 1.000 R952 1.050 -R401 -1.721 R402 0.642REPEAT LOAD901 0.395 902 0.395 903 0.290 904 0.337 905 0.395 -911 0.249 912 0.249 913 0.184 914 0.213 915 0.249 -500 1.288 501 1.000************************************************************************LOAD 3050 GRAVITY-PITCH-ROLL+HEAVE+HD+0.707WL-T+0.707WL-L+COGB+SCFBREFERENCE LOADR73 1.046 R74 1.046 R961 1.000 R962 1.000 R952 1.050 -R401 -1.721 R402 0.642REPEAT LOAD901 -0.395 902 -0.395 903 -0.290 904 -0.337 905 -0.395 -911 -0.249 912 -0.249 913 -0.184 914 -0.213 915 -0.249 -500 0.620 501 1.000************************************************************************LOAD 3051 GRAVITY+PITCH+ROLL-HEAVE+HD+0.707WLT+0.707WLL+COG B+SCFBREFERENCE LOADR71 1.046 R72 1.046 R961 1.000 R962 1.000 R952 1.000 -R401 -1.721 R402 0.642REPEAT LOAD901 0.298 902 0.298 903 0.193 904 0.241 905 0.298 -911 0.187 912 0.187 913 0.122 914 0.152 915 0.187 -500 1.215************************************************************************LOAD 3052 GRAVITY-PITCH-ROLL-HEAVE+HD+0.707WL-T+0.707WL-L+COG B+SCFBREFERENCE LOADR73 1.046 R74 1.046 R961 1.000 R962 1.000 R952 1.000 -R401 -1.721 R402 0.642REPEAT LOAD901 -0.298 902 -0.298 903 -0.193 904 -0.241 905 -0.298 -911 -0.187 912 -0.187 913 -0.122 914 -0.152 915 -0.187 -500 0.547************************************************************************LOAD 3053 GRAVITY+PITCH-ROLL+HEAVE+HD+0.707WL-T+0.707WLL+COG B+SCFBREFERENCE LOADR71 1.046 R74 1.046 R961 1.000 R962 1.000 R952 1.050 -R401 -1.721 R402 0.642REPEAT LOAD901 -0.395 902 -0.395 903 -0.290 904 -0.337 905 -0.395 -911 0.249 912 0.249 913 0.184 914 0.213 915 0.249 -500 1.217 501 1.000************************************************************************LOAD 3054 GRAVITY -PITCH+ROLL+HEAVE+HD+0.707WLT+0.707WL-L+COGB+SCFB REFERENCE LOADR73 1.046 R72 1.046 R961 1.000 R962 1.000 R952 1.050 -R401 -1.721 R402 0.642REPEAT LOAD901 0.395 902 0.395 903 0.290 904 0.337 905 0.395 -911 -0.249 912 -0.249 913 -0.184 914 -0.213 915 -0.249 -500 0.691 501 1.000************************************************************************LOAD 3055 GRAVITY+PITCH-ROLL-HEAVE+HD+0.707WL-T+0.707WLL+COGB+SCFBREFERENCE LOADR71 1.046 R74 1.046 R961 1.000 R962 1.000 R952 1.000 -R401 -1.721 R402 0.642REPEAT LOAD901 -0.298 902 -0.298 903 -0.193 904 -0.241 905 -0.298 -911 0.187 912 0.187 913 0.122 914 0.152 915 0.187 -500 1.143************************************************************************LOAD 3056 GRAVITY-PITCH+ROLL-HEAVE+HD+0.707WLT+0.707WL-L+COG B+SCFB REFERENCE LOADR73 1.046 R72 1.046 R961 1.000 R962 1.000 R952 1.000 -R401 -1.721 R402 0.642REPEAT LOAD901 0.298 902 0.298 903 0.193 904 0.241 905 0.298 -911 -0.187 912 -0.187 913 -0.122 914 -0.152 915 -0.187 -500 0.618************************************************************************LOAD 3145 GRAVITY+HEAVE+PITCH+SD+WLL+COG B+SCFBREFERENCE LOADR71 1.480 R961 -1.000 R962 -1.000 R952 1.050 R401 -1.721 -R402 0.642
UPPER ZAKUM 750 ISLANDS SURFACE FACILITIES PROJECT - EPC2
PROJECT No. P7512BUILDING CALCULATION SHEET OF LOAD MATRIX FOR SEA TRANSPORTATION
Doc No. XXXX Rev.A2REPEAT LOAD911 0.352 912 0.352 913 0.260 914 0.302 915 0.352 -500 1.592 501 1.000************************************************************************LOAD 3146 GRAVITY+HEAVE-PITCH+SD+WL-L+COG B+SCFBREFERENCE LOADR73 1.480 R961 -1.000 R962 -1.000 R952 1.050 R401 -1.721 -R402 0.642REPEAT LOAD911 -0.352 912 -0.352 913 -0.260 914 -0.302 915 -0.352 -500 0.751 501 1.000************************************************************************LOAD 3147 GRAVITY-HEAVE+PITCH+SD+WLL+COG B+SCFBREFERENCE LOADR71 1.480 R961 -1.000 R962 -1.000 R952 1.000 R401 -1.721 -R402 0.642REPEAT LOAD911 0.265 912 0.265 913 0.173 914 0.215 915 0.265 -500 1.201************************************************************************LOAD 3148 GRAVITY-HEAVE-PITCH+SD+WL-L+COG B+SCFBREFERENCE LOADR73 1.480 R961 -1.000 R962 -1.000 R952 1.000 R401 -1.721 -R402 0.642REPEAT LOAD911 -0.265 912 -0.265 913 -0.173 914 -0.215 915 -0.265 -500 0.361************************************************************************LOAD 3149 GRAVITY+PITCH+ROLL+HEAVE+SD+0.707WLT+0.707WLL+COG B+SCFBREFERENCE LOADR71 1.046 R72 1.046 R961 -1.000 R962 -1.000 R952 1.050 -R401 -1.721 R402 0.642REPEAT LOAD901 0.395 902 0.395 903 0.290 904 0.337 905 0.395 -911 0.249 912 0.249 913 0.184 914 0.213 915 0.249 -500 1.288 501 1.000************************************************************************LOAD 3150 GRAVITY-PITCH-ROLL+HEAVE+SD+0.707WL-T+0.707WL-L+COG B+SCFBREFERENCE LOADR73 1.046 R74 1.046 R961 -1.000 R962 -1.000 R952 1.050 -R401 -1.721 R402 0.642REPEAT LOAD901 -0.395 902 -0.395 903 -0.290 904 -0.337 905 -0.395 -911 -0.249 912 -0.249 913 -0.184 914 -0.213 915 -0.249 -500 0.620 501 1.000************************************************************************LOAD 3151 GRAVITY+PITCH+ROLL-HEAVE+SD+0.707WLT+0.707WLL+COG B +SCFBREFERENCE LOADR71 1.046 R72 1.046 R961 -1.000 R962 -1.000 R952 1.000 -R401 -1.721 R402 0.642REPEAT LOAD901 0.298 902 0.298 903 0.193 904 0.241 905 0.298 -911 0.187 912 0.187 913 0.122 914 0.152 915 0.187 -500 1.215************************************************************************LOAD 3152 GRAVITY-PITCH-ROLL-HEAVE+SD+0.707WL-T+0.707WL-L+COG B+SCFBREFERENCE LOADR73 1.046 R74 1.046 R961 -1.000 R962 -1.000 R952 1.000 -R401 -1.721 R402 0.642REPEAT LOAD901 -0.298 902 -0.298 903 -0.193 904 -0.241 905 -0.298 -911 -0.187 912 -0.187 913 -0.122 914 -0.152 915 -0.187 -500 0.547************************************************************************LOAD 3153 GRAVITY+PITCH-ROLL+HEAVE+SD+0.707WL-T+0.707WLL+COG B+SCFBREFERENCE LOADR71 1.046 R74 1.046 R961 -1.000 R962 -1.000 R952 1.050 -R401 -1.721 R402 0.642REPEAT LOAD901 -0.395 902 -0.395 903 -0.290 904 -0.337 905 -0.395 -911 0.249 912 0.249 913 0.184 914 0.213 915 0.249 -500 1.217 501 1.000************************************************************************LOAD 3154 GRAVITY -PITCH+ROLL+HEAVE+SD+0.707WLT+0.707WL-L+COG B +SCFBREFERENCE LOADR73 1.046 R72 1.046 R961 -1.000 R962 -1.000 R952 1.050 -R401 -1.721 R402 0.642REPEAT LOAD901 0.395 902 0.395 903 0.290 904 0.337 905 0.395 -911 -0.249 912 -0.249 913 -0.184 914 -0.213 915 -0.249 -500 0.691 501 1.000************************************************************************LOAD 3155 GRAVITY+PITCH-ROLL-HEAVE+SD+0.707WL-T+0.707WLL+COG B +SCFB REFERENCE LOADR71 1.046 R74 1.046 R961 -1.000 R962 -1.000 R952 1.000 -R401 -1.721 R402 0.642REPEAT LOAD901 -0.298 902 -0.298 903 -0.193 904 -0.241 905 -0.298 -911 0.187 912 0.187 913 0.122 914 0.152 915 0.187 -500 1.143************************************************************************LOAD 3156 GRAVITY-PITCH+ROLL-HEAVE+SD+0.707WLT+0.707WL-L+COG B+SCFB REFERENCE LOADR73 1.046 R72 1.046 R961 -1.000 R962 -1.000 R952 1.000 -R401 -1.721 R402 0.642REPEAT LOAD901 0.298 902 0.298 903 0.193 904 0.241 905 0.298 -911 -0.187 912 -0.187 913 -0.122 914 -0.152 915 -0.187 -
UPPER ZAKUM 750 ISLANDS SURFACE FACILITIES PROJECT - EPC2
PROJECT No. P7512BUILDING CALCULATION SHEET OF LOAD MATRIX FOR SEA TRANSPORTATION
Doc No. XXXX Rev.A2500 0.618************************************************************************LOAD 3060 GRAVITY+COG C+SCFCREFERENCE LOADR953 1.000 R401 -1.721 R402 -0.642REPEAT LOAD500 1.000************************************************************************LOAD 3061 GRAVITY+HEAVE+ROLL+WLT+COG C+SCFCREFERENCE LOADR72 1.480 R953 1.050 R401 -1.721 R402 -0.642REPEAT LOAD901 0.558 902 0.558 903 0.410 904 0.477 905 0.558 -500 1.178 501 1.000************************************************************************LOAD 3062 GRAVITY+HEAVE-ROLL+WL-T+COG C+SCFCREFERENCE LOADR74 1.480 R953 1.050 R401 -1.721 R402 -0.642REPEAT LOAD901 -0.558 902 -0.558 903 -0.410 904 -0.477 905 -0.558 -500 1.077 501 1.000************************************************************************LOAD 3063 GRAVITY-HEAVE+ROLL+WLT+COG C+SCFCREFERENCE LOADR72 1.480 R953 1.000 R401 -1.721 R402 -0.642REPEAT LOAD901 0.421 902 0.421 903 0.274 904 0.340 905 0.421 -500 0.802************************************************************************LOAD 3064 GRAVITY-HEAVE-ROLL+WL-T+COG C+SCFCREFERENCE LOADR74 1.480 R953 1.000 R401 -1.721 R402 -0.642REPEAT LOAD901 -0.421 902 -0.421 903 -0.274 904 -0.340 905 -0.421 -500 0.702************************************************************************LOAD 3065 GRAVITY+HEAVE+PITCH+HD+WLL+COG C+SCFCREFERENCE LOADR71 1.480 R961 1.000 R962 1.000 R953 1.050 R401 -1.721 -R402 -0.642REPEAT LOAD911 0.352 912 0.352 913 0.260 914 0.302 915 0.352 -500 1.592 501 1.000************************************************************************LOAD 3066 GRAVITY+HEAVE-PITCH+HD+WL-L+COG C+SCFCREFERENCE LOADR73 1.480 R961 1.000 R962 1.000 R953 1.050 R401 -1.721 -R402 -0.642REPEAT LOAD911 -0.352 912 -0.352 913 -0.260 914 -0.302 915 -0.352 -500 0.751 501 1.000************************************************************************LOAD 3067 GRAVITY-HEAVE+PITCH+HD+WLL+COG C +SCFCREFERENCE LOADR71 1.480 R961 1.000 R962 1.000 R953 1.000 R401 -1.721 -R402 -0.642REPEAT LOAD911 0.265 912 0.265 913 0.173 914 0.215 915 0.265 -500 1.201************************************************************************LOAD 3068 GRAVITY-HEAVE-PITCH+HD+WL-L+COG C+SCFCREFERENCE LOADR73 1.480 R961 1.000 R962 1.000 R953 1.000 R401 -1.721 -R402 -0.642REPEAT LOAD911 -0.265 912 -0.265 913 -0.173 914 -0.215 915 -0.265 -500 0.361************************************************************************LOAD 3069 GRAVITY+PITCH+ROLL+HEAVE+HD+0.707WLT+0.707WLL+COG C+SCFCREFERENCE LOADR71 1.046 R72 1.046 R961 1.000 R962 1.000 R953 1.050 -R401 -1.721 R402 -0.642REPEAT LOAD901 0.395 902 0.395 903 0.290 904 0.337 905 0.395 -911 0.249 912 0.249 913 0.184 914 0.213 915 0.249 -500 1.288 501 1.000************************************************************************LOAD 3070 GRAVITY-PITCH-ROLL+HEAVE+HD+0.707WL-T+0.707WL-L+COG C+SCFCREFERENCE LOADR73 1.046 R74 1.046 R961 1.000 R962 1.000 R953 1.050 -R401 -1.721 R402 -0.642REPEAT LOAD901 -0.395 902 -0.395 903 -0.290 904 -0.337 905 -0.395 -911 -0.249 912 -0.249 913 -0.184 914 -0.213 915 -0.249 -500 0.620 501 1.000************************************************************************LOAD 3071 GRAVITY+PITCH+ROLL-HEAVE+HD+0.707WLT+0.707WLL+COG C+SCFCREFERENCE LOADR71 1.046 R72 1.046 R961 1.000 R962 1.000 R953 1.000 -R401 -1.721 R402 -0.642REPEAT LOAD901 0.298 902 0.298 903 0.193 904 0.241 905 0.298 -911 0.187 912 0.187 913 0.122 914 0.152 915 0.187 -500 1.215************************************************************************LOAD 3072 GRAVITY-PITCH-ROLL-HEAVE+HD+0.707WL-T+0.707WL-L+COG C+SCFCREFERENCE LOADR73 1.046 R74 1.046 R961 1.000 R962 1.000 R953 1.000 -
UPPER ZAKUM 750 ISLANDS SURFACE FACILITIES PROJECT - EPC2
PROJECT No. P7512BUILDING CALCULATION SHEET OF LOAD MATRIX FOR SEA TRANSPORTATION
Doc No. XXXX Rev.A2R401 -1.721 R402 -0.642REPEAT LOAD901 -0.298 902 -0.298 903 -0.193 904 -0.241 905 -0.298 -911 -0.187 912 -0.187 913 -0.122 914 -0.152 915 -0.187 -500 0.547************************************************************************LOAD 3073 GRAVITY+PITCH-ROLL+HEAVE+HD+0.707WL-T+0.707WLL+COG C+SCFCREFERENCE LOADR71 1.046 R74 1.046 R961 1.000 R962 1.000 R953 1.050 -R401 -1.721 R402 -0.642REPEAT LOAD901 -0.395 902 -0.395 903 -0.290 904 -0.337 905 -0.395 -911 0.249 912 0.249 913 0.184 914 0.213 915 0.249 -500 1.217 501 1.000************************************************************************LOAD 3074 GRAVITY -PITCH+ROLL+HEAVE+HD+0.707WLT+0.707WL-L+COG C +SCFCREFERENCE LOADR73 1.046 R72 1.046 R961 1.000 R962 1.000 R953 1.050 -R401 -1.721 R402 -0.642REPEAT LOAD901 0.395 902 0.395 903 0.290 904 0.337 905 0.395 -911 -0.249 912 -0.249 913 -0.184 914 -0.213 915 -0.249 -500 0.691 501 1.000************************************************************************LOAD 3075 GRAVITY+PITCH-ROLL-HEAVE+HD+0.707WL-T+0.707WLL+COG C +SCFCREFERENCE LOADR71 1.046 R74 1.046 R961 1.000 R962 1.000 R953 1.000 -R401 -1.721 R402 -0.642REPEAT LOAD901 -0.298 902 -0.298 903 -0.193 904 -0.241 905 -0.298 -911 0.187 912 0.187 913 0.122 914 0.152 915 0.187 -500 1.143************************************************************************LOAD 3076 GRAVITY-PITCH+ROLL-HEAVE+HD+0.707WLT+0.707WL-L+COG C +SCFC REFERENCE LOADR73 1.046 R72 1.046 R961 1.000 R962 1.000 R953 1.000 -R401 -1.721 R402 -0.642REPEAT LOAD901 0.298 902 0.298 903 0.193 904 0.241 905 0.298 -911 -0.187 912 -0.187 913 -0.122 914 -0.152 915 -0.187 -500 0.618************************************************************************LOAD 3165 GRAVITY+HEAVE+PITCH+SD+WLL+COG C+SCFCREFERENCE LOADR71 1.480 R961 -1.000 R962 -1.000 R953 1.050 R401 -1.721 -R402 -0.642REPEAT LOAD911 0.352 912 0.352 913 0.260 914 0.302 915 0.352 -500 1.592 501 1.000************************************************************************LOAD 3166 GRAVITY+HEAVE-PITCH+SD+WL-L+COG C+SCFCREFERENCE LOADR73 1.480 R961 -1.000 R962 -1.000 R953 1.050 R401 -1.721 -R402 -0.642REPEAT LOAD911 -0.352 912 -0.352 913 -0.260 914 -0.302 915 -0.352 -500 0.751 501 1.000************************************************************************LOAD 3167 GRAVITY-HEAVE+PITCH+SD+WLL+COG C+SCFCREFERENCE LOADR71 1.480 R961 -1.000 R962 -1.000 R953 1.000 R401 -1.721 -R402 -0.642REPEAT LOAD911 0.265 912 0.265 913 0.173 914 0.215 915 0.265 -500 1.201************************************************************************LOAD 3168 GRAVITY-HEAVE-PITCH+SD+WL-L+COG C+SCFCREFERENCE LOADR73 1.480 R961 -1.000 R962 -1.000 R953 1.000 R401 -1.721 -R402 -0.642REPEAT LOAD911 -0.265 912 -0.265 913 -0.173 914 -0.215 915 -0.265 -500 0.361************************************************************************LOAD 3169 GRAVITY+PITCH+ROLL+HEAVE+SD+0.707WLT+0.707WLL+COG C+SCFCREFERENCE LOADR71 1.046 R72 1.046 R961 -1.000 R962 -1.000 R953 1.050 -R401 -1.721 R402 -0.642REPEAT LOAD901 0.395 902 0.395 903 0.290 904 0.337 905 0.395 -911 0.249 912 0.249 913 0.184 914 0.213 915 0.249 -500 1.288 501 1.000************************************************************************LOAD 3170 GRAVITY-PITCH-ROLL+HEAVE+SD+0.707WL-T+0.707WL-L+COG C+SCFCREFERENCE LOADR73 1.046 R74 1.046 R961 -1.000 R962 -1.000 R953 1.050 -R401 -1.721 R402 -0.642REPEAT LOAD901 -0.395 902 -0.395 903 -0.290 904 -0.337 905 -0.395 -911 -0.249 912 -0.249 913 -0.184 914 -0.213 915 -0.249 -500 0.620 501 1.000************************************************************************LOAD 3171 GRAVITY+PITCH+ROLL-HEAVE+SD+0.707WLT+0.707WLL+COG C +SCFC REFERENCE LOADR71 1.046 R72 1.046 R961 -1.000 R962 -1.000 R953 1.000 -R401 -1.721 R402 -0.642REPEAT LOAD901 0.298 902 0.298 903 0.193 904 0.241 905 0.298 -
UPPER ZAKUM 750 ISLANDS SURFACE FACILITIES PROJECT - EPC2
PROJECT No. P7512BUILDING CALCULATION SHEET OF LOAD MATRIX FOR SEA TRANSPORTATION
Doc No. XXXX Rev.A2911 0.187 912 0.187 913 0.122 914 0.152 915 0.187 -500 1.215************************************************************************LOAD 3172 GRAVITY-PITCH-ROLL-HEAVE+SD+0.707WL-T+0.707WL-L+COG C+SCFCREFERENCE LOADR73 1.046 R74 1.046 R961 -1.000 R962 -1.000 R953 1.000 -R401 -1.721 R402 -0.642REPEAT LOAD901 -0.298 902 -0.298 903 -0.193 904 -0.241 905 -0.298 -911 -0.187 912 -0.187 913 -0.122 914 -0.152 915 -0.187 -500 0.547************************************************************************LOAD 3173 GRAVITY+PITCH-ROLL+HEAVE+SD+0.707WL-T+0.707WLL+COG C+SCFCREFERENCE LOADR71 1.046 R74 1.046 R961 -1.000 R962 -1.000 R953 1.050 -R401 -1.721 R402 -0.642REPEAT LOAD901 -0.395 902 -0.395 903 -0.290 904 -0.337 905 -0.395 -911 0.249 912 0.249 913 0.184 914 0.213 915 0.249 -500 1.217 501 1.000************************************************************************LOAD 3174 GRAVITY -PITCH+ROLL+HEAVE+SD+0.707WLT+0.707WL-L+COG C +SCFCREFERENCE LOADR73 1.046 R72 1.046 R961 -1.000 R962 -1.000 R953 1.050 -R401 -1.721 R402 -0.642REPEAT LOAD901 0.395 902 0.395 903 0.290 904 0.337 905 0.395 -911 -0.249 912 -0.249 913 -0.184 914 -0.213 915 -0.249 -500 0.691 501 1.000************************************************************************LOAD 3175 GRAVITY+PITCH-ROLL-HEAVE+SD+0.707WL-T+0.707WLL+COG C +SCFC REFERENCE LOADR71 1.046 R74 1.046 R961 -1.000 R962 -1.000 R953 1.000 -R401 -1.721 R402 -0.642REPEAT LOAD901 -0.298 902 -0.298 903 -0.193 904 -0.241 905 -0.298 -911 0.187 912 0.187 913 0.122 914 0.152 915 0.187 -500 1.143************************************************************************LOAD 3176 GRAVITY-PITCH+ROLL-HEAVE+SD+0.707WLT+0.707WL-L+COG C +SCFC REFERENCE LOADR73 1.046 R72 1.046 R961 -1.000 R962 -1.000 R953 1.000 -R401 -1.721 R402 -0.642REPEAT LOAD901 0.298 902 0.298 903 0.193 904 0.241 905 0.298 -911 -0.187 912 -0.187 913 -0.122 914 -0.152 915 -0.187 -500 0.618************************************************************************LOAD 3080 GRAVITY+COG D+SCFDREFERENCE LOADR954 1.000 R401 1.721 R402 -0.642REPEAT LOAD500 1.000************************************************************************LOAD 3081 GRAVITY+HEAVE+ROLL+WLT+COG D+SCFDREFERENCE LOADR72 1.480 R954 1.050 R401 1.721 R402 -0.642REPEAT LOAD901 0.558 902 0.558 903 0.410 904 0.477 905 0.558 -500 1.178 501 1.000************************************************************************LOAD 3082 GRAVITY+HEAVE-ROLL+WL-T+COG D+SCFDREFERENCE LOADR74 1.480 R954 1.050 R401 1.721 R402 -0.642REPEAT LOAD901 -0.558 902 -0.558 903 -0.410 904 -0.477 905 -0.558 -500 1.077 501 1.000************************************************************************LOAD 3083 GRAVITY-HEAVE+ROLL+WLT+COG D+SCFDREFERENCE LOADR72 1.480 R954 1.000 R401 1.721 R402 -0.642REPEAT LOAD901 0.421 902 0.421 903 0.274 904 0.340 905 0.421 -500 0.802************************************************************************LOAD 3084 GRAVITY-HEAVE-ROLL+WL-T+COG D+SCFDREFERENCE LOADR74 1.480 R954 1.000 R401 1.721 R402 -0.642REPEAT LOAD901 -0.421 902 -0.421 903 -0.274 904 -0.340 905 -0.421 -500 0.702************************************************************************LOAD 3085 GRAVITY+HEAVE+PITCH+HD+WLL+COG D+SCFDREFERENCE LOADR71 1.480 R961 1.000 R962 1.000 R954 1.050 R401 1.721 -R402 -0.642REPEAT LOAD911 0.352 912 0.352 913 0.260 914 0.302 915 0.352 -500 1.592 501 1.000************************************************************************LOAD 3086 GRAVITY+HEAVE-PITCH+HD+WL-L+COG D+SCFDREFERENCE LOADR74 1.480 R961 1.000 R962 1.000 R954 1.050 R401 1.721 -R402 -0.642REPEAT LOAD911 -0.352 912 -0.352 913 -0.260 914 -0.302 915 -0.352 -500 0.751 501 1.000************************************************************************
UPPER ZAKUM 750 ISLANDS SURFACE FACILITIES PROJECT - EPC2
PROJECT No. P7512BUILDING CALCULATION SHEET OF LOAD MATRIX FOR SEA TRANSPORTATION
Doc No. XXXX Rev.A2LOAD 3087 GRAVITY-HEAVE+PITCH+HD+WLL+COG D +SCFDREFERENCE LOADR71 1.480 R961 1.000 R962 1.000 R954 1.000 R401 1.721 -R402 -0.642REPEAT LOAD911 0.265 912 0.265 913 0.173 914 0.215 915 0.265 -500 1.201************************************************************************LOAD 3088 GRAVITY-HEAVE-PITCH+HD+WL-L+COG D+SCFDREFERENCE LOADR73 1.480 R961 1.000 R962 1.000 R954 1.000 R401 1.721 -R402 -0.642REPEAT LOAD911 -0.265 912 -0.265 913 -0.173 914 -0.215 915 -0.265 -500 0.361************************************************************************LOAD 3089 GRAVITY+PITCH+ROLL+HEAVE+HD+0.707WLT+0.707WLL+COG D+SCFDREFERENCE LOADR71 1.046 R72 1.046 R961 1.000 R962 1.000 R954 1.050 -R401 1.721 R402 -0.642REPEAT LOAD901 0.395 902 0.395 903 0.290 904 0.337 905 0.395 -911 0.249 912 0.249 913 0.184 914 0.213 915 0.249 -500 1.288 501 1.000************************************************************************LOAD 3090 GRAVITY-PITCH-ROLL+HEAVE+HD+0.707WL-T+0.707WL-L+COG D+SCFDREFERENCE LOADR73 1.046 R74 1.046 R961 1.000 R962 1.000 R954 1.050 -R401 1.721 R402 -0.642REPEAT LOAD901 -0.395 902 -0.395 903 -0.290 904 -0.337 905 -0.395 -911 -0.249 912 -0.249 913 -0.184 914 -0.213 915 -0.249 -500 0.620 501 1.000************************************************************************LOAD 3091 GRAVITY+PITCH+ROLL-HEAVE+HD+0.707WLT+0.707WLL+COG D+SCFDREFERENCE LOADR71 1.046 R72 1.046 R961 1.000 R962 1.000 R954 1.000 -R401 1.721 R402 -0.642REPEAT LOAD901 0.298 902 0.298 903 0.193 904 0.241 905 0.298 -911 0.187 912 0.187 913 0.122 914 0.152 915 0.187 -500 1.215************************************************************************LOAD 3092 GRAVITY-PITCH-ROLL-HEAVE+HD+0.707WL-T+0.707WL-L+COG D+SCFDREFERENCE LOADR73 1.046 R74 1.046 R961 1.000 R962 1.000 R954 1.000 -R401 1.721 R402 -0.642REPEAT LOAD901 -0.298 902 -0.298 903 -0.193 904 -0.241 905 -0.298 -911 -0.187 912 -0.187 913 -0.122 914 -0.152 915 -0.187 -500 0.547************************************************************************LOAD 3093 GRAVITY+PITCH-ROLL+HEAVE+HD+0.707WL-T+0.707WLL+COG D+SCFDREFERENCE LOADR71 1.046 R74 1.046 R961 1.000 R962 1.000 R954 1.050 -R401 1.721 R402 -0.642REPEAT LOAD901 -0.395 902 -0.395 903 -0.290 904 -0.337 905 -0.395 -911 0.249 912 0.249 913 0.184 914 0.213 915 0.249 -500 1.217 501 1.000************************************************************************LOAD 3094 GRAVITY -PITCH+ROLL+HEAVE+HD+0.707WLT+0.707WL-L+COG D +SCFDREFERENCE LOADR73 1.046 R72 1.046 R961 1.000 R962 1.000 R954 1.050 -R401 1.721 R402 -0.642REPEAT LOAD901 0.395 902 0.395 903 0.290 904 0.337 905 0.395 -911 -0.249 912 -0.249 913 -0.184 914 -0.213 915 -0.249 -500 0.691 501 1.000************************************************************************LOAD 3095 GRAVITY+PITCH-ROLL-HEAVE+HD+0.707WL-T+0.707WLL+COG D +SCFDREFERENCE LOADR71 1.046 R74 1.046 R961 1.000 R962 1.000 R954 1.000 -R401 1.721 R402 -0.642REPEAT LOAD901 -0.298 902 -0.298 903 -0.193 904 -0.241 905 -0.298 -911 0.187 912 0.187 913 0.122 914 0.152 915 0.187 -500 1.143************************************************************************LOAD 3096 GRAVITY-PITCH+ROLL-HEAVE+HD+0.707WLT+0.707WL-L+COG D +SCFD REFERENCE LOADR73 1.046 R72 1.046 R961 1.000 R962 1.000 R954 1.000 -R401 1.721 R402 -0.642REPEAT LOAD901 0.298 902 0.298 903 0.193 904 0.241 905 0.298 -911 -0.187 912 -0.187 913 -0.122 914 -0.152 915 -0.187 -500 0.618************************************************************************LOAD 3185 GRAVITY+HEAVE+PITCH+SD+WLL+COG D+SCFDREFERENCE LOADR71 1.480 R961 -1.000 R962 -1.000 R954 1.050 R401 1.721 -R402 -0.642REPEAT LOAD911 0.352 912 0.352 913 0.260 914 0.302 915 0.352 -500 1.592 501 1.000************************************************************************LOAD 3186 GRAVITY+HEAVE-PITCH+SD+WL-L+COG D+SCFDREFERENCE LOAD
UPPER ZAKUM 750 ISLANDS SURFACE FACILITIES PROJECT - EPC2
PROJECT No. P7512BUILDING CALCULATION SHEET OF LOAD MATRIX FOR SEA TRANSPORTATION
Doc No. XXXX Rev.A2R73 1.480 R961 -1.000 R962 -1.000 R954 1.050 R401 1.721 -R402 -0.642REPEAT LOAD911 -0.352 912 -0.352 913 -0.260 914 -0.302 915 -0.352 -500 0.751 501 1.000************************************************************************LOAD 3187 GRAVITY-HEAVE+PITCH+SD+WLL+COG D+SCFDREFERENCE LOADR71 1.480 R961 -1.000 R962 -1.000 R954 1.000 R401 1.721 -R402 -0.642REPEAT LOAD911 0.265 912 0.265 913 0.173 914 0.215 915 0.265 -500 1.201************************************************************************LOAD 3188 GRAVITY-HEAVE-PITCH+SD+WL-L+COG D+SCFDREFERENCE LOADR73 1.480 R961 -1.000 R962 -1.000 R954 1.000 R401 1.721 -R402 -0.642REPEAT LOAD911 -0.265 912 -0.265 913 -0.173 914 -0.215 915 -0.265 -500 0.361************************************************************************LOAD 3189 GRAVITY+PITCH+ROLL+HEAVE+SD+0.707WLT+0.707WLL+COG D+SCFDREFERENCE LOADR71 1.046 R72 1.046 R961 -1.000 R962 -1.000 R954 1.050 -R401 1.721 R402 -0.642REPEAT LOAD901 0.395 902 0.395 903 0.290 904 0.337 905 0.395 -911 0.249 912 0.249 913 0.184 914 0.213 915 0.249 -500 1.288 501 1.000************************************************************************LOAD 3190 GRAVITY-PITCH-ROLL+HEAVE+SD+0.707WL-T+0.707WL-L+COG D+SCFDREFERENCE LOADR73 1.046 R74 1.046 R961 -1.000 R962 -1.000 R954 1.050 -R401 1.721 R402 -0.642REPEAT LOAD901 -0.395 902 -0.395 903 -0.290 904 -0.337 905 -0.395 -911 -0.249 912 -0.249 913 -0.184 914 -0.213 915 -0.249 -500 0.620 501 1.000************************************************************************LOAD 3191 GRAVITY+PITCH+ROLL-HEAVE+SD+0.707WLT+0.707WLL+COG D +SCFDREFERENCE LOADR71 1.046 R72 1.046 R961 -1.000 R962 -1.000 R954 1.000 -R401 1.721 R402 -0.642REPEAT LOAD901 0.298 902 0.298 903 0.193 904 0.241 905 0.298 -911 0.187 912 0.187 913 0.122 914 0.152 915 0.187 -500 1.215************************************************************************LOAD 3192 GRAVITY-PITCH-ROLL-HEAVE+SD+0.707WL-T+0.707WL-L+COG D+SCFDREFERENCE LOADR73 1.046 R74 1.046 R961 -1.000 R962 -1.000 R954 1.000 -R401 1.721 R402 -0.642REPEAT LOAD901 -0.298 902 -0.298 903 -0.193 904 -0.241 905 -0.298 -911 -0.187 912 -0.187 913 -0.122 914 -0.152 915 -0.187 -500 0.547************************************************************************LOAD 3193 GRAVITY+PITCH-ROLL+HEAVE+SD+0.707WL-T+0.707WLL+COG D+SCFDREFERENCE LOADR71 1.046 R74 1.046 R961 -1.000 R962 -1.000 R954 1.050 -R401 1.721 R402 -0.642REPEAT LOAD901 -0.395 902 -0.395 903 -0.290 904 -0.337 905 -0.395 -911 0.249 912 0.249 913 0.184 914 0.213 915 0.249 -500 1.217 501 1.000************************************************************************LOAD 3194 GRAVITY -PITCH+ROLL+HEAVE+SD+0.707WLT+0.707WL-L+COG D +SCFDREFERENCE LOADR73 1.046 R72 1.046 R961 -1.000 R962 -1.000 R954 1.050 -R401 1.721 R402 -0.642REPEAT LOAD901 0.395 902 0.395 903 0.290 904 0.337 905 0.395 -911 -0.249 912 -0.249 913 -0.184 914 -0.213 915 -0.249 -500 0.691 501 1.000************************************************************************LOAD 3195 GRAVITY+PITCH-ROLL-HEAVE+SD+0.707WL-T+0.707WLL+COG D +SCFDREFERENCE LOADR71 1.046 R74 1.046 R961 -1.000 R962 -1.000 R954 1.000 -R401 1.721 R402 -0.642REPEAT LOAD901 -0.298 902 -0.298 903 -0.193 904 -0.241 905 -0.298 -911 0.187 912 0.187 913 0.122 914 0.152 915 0.187 -500 1.143************************************************************************LOAD 3196 GRAVITY-PITCH+ROLL-HEAVE+SD+0.707WLT+0.707WL-L+COG D +SCFD REFERENCE LOADR73 1.046 R72 1.046 R961 -1.000 R962 -1.000 R954 1.000 -R401 1.721 R402 -0.642REPEAT LOAD901 0.298 902 0.298 903 0.193 904 0.241 905 0.298 -911 -0.187 912 -0.187 913 -0.122 914 -0.152 915 -0.187 -500 0.618************************************************************************LOAD LIST 3000 TO 3016 3020 TO 3036 3040 TO 3056 3060 TO 3076 3080 TO 3096 3105 TO 3116 3125 TO 3136 3145 TO 3156 3165 TO 3176 3185 TO 3196