For MCHTM article posted 6May18

1. A2 (generate the quasi-
static motions loads)
A3a (Post chk)A3 (Combine static
& motions)
ABC5 (P-fr AB4,
Optional S-fr C4)
sacinp.MxxPreLift sacinp.MxxPostLift
x1-static runs
x2-Motions Runs
C4-Combine CSF’s of
C1c, C2 (Static & motions)
C2 (Mar
trans
Motions)
C4 (P-fr C1c,
S-fr C2)
AB4-Combine CSF’s of Lift
& Post-Lift
(Optional) ABC5-Combine
CSF’s of AB4 & C4
AB4 (P-fr A3,
S-fr B1)
LC’s 1601,
1602, &
1603
Pin Supports at
top-of-stools
“Barge” RAO
data
Transp Route
Design Wave(s)
Module Acceleration
Loads definition Data
for transit & in-situ
conditions
B1 (MxxLift case)
sacinp.MxxLift
Overall Preliminary Strength Analysis System – non-SE analysis version
Pin Supports at
Lift Points Dry Wght = LC’s 1+2 + 4
Oper Wght = LC’s 1+2 + 3
Area LL = LC 21C1 (MxxPreLift cases)
A1 (MxxPostLift
static cases)
towinp
xxl Input files common for
all Topside modules
xxl Req’d Mxx Input files
(See Slide 1)
C1a (Weighing)
C1a (Trailer Moves)
C1c (Mar
transp Static)
xx) Optional Analyses (Not
yet included)Fixed Supports with
Hog/Sag deflections
at Btm-of-Stools
Post-Sailaway (Post-Lift)
Conditions Considered
Oper
Storm
FPSO Transit
Damage A (Multi Comp Flooded)
Damage B (One Comp Flooded)
Conditions Not yet included
Blast
SPS reactions
Barge Transport motions
Onshore Construction
Macro-assisted module GSML model generator (See Slide 1)
MCHTM Inc