Title:
02
6.2 6.2.1 6.2.2
6.3.1 6.3.2 6.3.3 6.3.4 6.3.5 6.3.6
6.4.1 6.4.2 6.4.3 6.4.4 6.4.5
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6.6
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Project Rev.: Page:
Stru Struct ctur ural al Desi Design gn Hand Handbo book ok Chap Chapte te
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Client: Title:
Stru Struct ctur ural al Desi Design gn Hand Handbo book ok Chap Chapte te 4 of of 5
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Structural Design Handbook Chapte
02 f5
Equipment:
200
500.10
103 N/mm2
355 103
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Client: Title:
Structural Design Handbook Chapte f5
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f5
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00
276kN
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2,76
2,25
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Title: Equipment:
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Page:
02
compressiv forc betwee plates 1-<1>
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Title:
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re bolted togeth
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22,5kN
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Project:
Equipment:
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02
me
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0,134.130
17,4kN
Stress range: 17,4.10
=49Nlmm
175,4kN
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Project: Structural Design Handbook Chapte 5 of 5
Frictiona
resistance
Fg 0,866 15,9kN
Conclusion
N/mm2
N/mm
Offshore Drilling Eq ipment".
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Title: Equipment:
Structural Design Handbook Chapte
02 9 of 5
Rev.:
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stif en r:
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Client: Equipment:
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Client: Title: Equipment:
4 of 5
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ta
200/50
la
ti
in
4,0
R-=
5,000·10 200
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design handbooklsdh-6 local design.do
02 Page:
Equipment:
_L.-f-.
pl
6.4.4.3 rv
M,
100 kN
In
64-
1959 mm
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design handbooklsdh-6 local design.do
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Project:
Equipment:
Page:
02
1000 .1 (J
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(J
320 22
133
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Client: Title: Equipment:
7 of 5
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design handbooklsdh-6 local design doc
Title:
Structural Design Handbook Chapte
6.4.5.2
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late
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Client: n H
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0,50
2,22
th
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Project:
Client: Title:
02
6. .1 Lift
ob ec
nV' ia
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is
if
strength. Load factor
1,30
Materia
1,15
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1,00
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points
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design handbooklsdh-6 local design .do
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Client: Title: Equipment:
Project: Rev.: Page:
Structural Design Handbook Chapte
02
Shackle lo SWL 2: Sf
re in M BL :2 :
Sf to
lo
1-
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Example Lift weight 20
196,
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design handbook/sdh-S local design.do
Project:
Client: Title: Equipment:
02
Page:
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5i\'---/fC COG! _~ /500
Centre
hoLe
Dr=-=..:..::..:..=-.::::.,L.....::-'=:;-==
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1000
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2000
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2000
5545
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(2500
1000
5545
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6164mm
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(F
196,2
(Fz)B
196,2
(Fzk
196,2
(Fz)o
196,2
2500·2000 4000·3000 2500·1000 4000·3000 1500·1000 4000·3000
81,8 le
40,9 le
24,5 le
1500·2000 4000·3000
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design handbook/sdh-o local design.do
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Unfactored slin forces
SA
81,8
SB
40,9
Sc
24,5
SD
49,0
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5831 5545 6083 5545 6403 5545 6164 5545
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design handbook/sdh-S local design.do
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Client: Title:
Project: 02
LMy=O: [(Fz)A (Fz)A
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4000
196,2·2500 122, kN
(Fz)B
Th four equation abov ar solved with respec to th four unknow vertical forces (FJA
95,1 kN
(FJB
27,5 kN
(Fzk
37,8 kN
(Fz)o
35,8 kN
Horizontal forces at pa eyes (Fx)A
95,1
(FY)A
95,1
(Fx)B
27,5
(FY)B
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(Fxk
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(Fyk
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(Fx)o
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(Fy)o
35,8
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25,7 kN
17,1 kN
1500 5545 2000 5545 2500 5545
-17,OkN
2000 5545 2500 5545 1000 5545
-·16,1 kN
6,4kN
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design handbook/sdh-o local design.do
Project:
Client: Title:
5 of 5
Equipment:
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