Copy of Slamming & Green Sea Check

8/17/2019 Copy of Slamming & Green Sea Check

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Sea goingV 10 knotsL 235 Zg

Cw 10.23 Sg 0.85Cf 4 np 0.8β 34 fy 355

T 8 m Km 1222.! m "s# !00 k$%m&2

'0 14.! mC 0.53

s 0.85# 1Ka2 0.85Ka 0.()*f 355

"s# 42!.)

t0 10.13228

+t ,e#-V 0 knotsL 235 mCw 10.23Cf 2.5β 34

T 15 m


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e#ta 12(4!1 TL 234 m/ 42 m

T 14.)( m

Cw 10.21381'0 0.(42C 1a#p'a 0.))4838 a-

eta 0.59341 a-

V 8 knotsC 0.2C 1 0.8

a0 0.2)0)4!C 0.845214t'eta 0.08!05( a-

k 13.4(3.8!

T 13.(121k 1

0.)0(1)8p'i 0.38(!)1 a- 22.2130( 10 0.1(4533

gamma 0.14(813Cf 3.28675


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11!.25


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o e 6 T7 pe m4.(0


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A Green sea loads as per Pt.3 Ch.1 Sec.8 is gi en !" P1#

'e e 9

12(4!1 T 6f:##y #oa-e- on-ition7

L 234 m/ 42 m

T 14.)( m 6f:##y #oa-e- on-ition7Loa "oint 22 ! m

isp#a ement9 <


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(ocal Scantlings as per )%* +,les -or ships Pt.3 Ch.1 Sec.10Plate /hic$ness

Ka 1

s 0.825 m 6ma=im:m sti>ene spa ing7f1 1.3)* 222.4 $%mm2" 54.!2 k$%m2

t 6 '' gi en# 15''# $

C Sti ner Section 'od,l,s re ,ire'ents

# 3.02 m 6Typi a# span is 2.5m7s 0.825 m 6ma=im:m spa ing 7

185 c' 3 gi en# 445.90 c' 3# o$

" 1


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) Girder Section 'od,l,s re ,ire'ents as per )%*G( S C102# Ch

S 3.02 m

2 m 6ma=im:m spa ing fo ose ati1

447 c' 3 gi en#1410.56 c' 3# o$

wk


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A Green sea loads as per Pt.3 Ch.1 Sec.8 is gi en !" P1#

'e e 9

12(4!1 T 6f:##y #oa-e- on-ition7

L 234 m/ 42 m

T 15.3 m 6f:##y #oa-e- on-ition7Loa "oint 22 0( m

isp#a ement9 <


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(ocal Scantlings as per )%* +,les -or ships Pt.3 Ch.1 Sec.10Plate /hic$ness

Ka 1

s 0.30! m 6ma=im:m sti>ene spa ing7f1 1* 1!0 $%mm2" 34.(8 k$%m2

t 2 '' gi en# 17''# $

C Sti ner&Girder Section 'od,l,s re ,ire'ents

# 4 ms 0.30! m 6:ns:ppo te- p#ate wi-t'9 ma=7

106 c' 3 gi en# 1572.69 c' 3# o$

" 1


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S omments ??"/L@?As ep#y1

1 Noted. The revised drawing will be updated accordingly.

2 Noted. The revised drawing will be updated accordingly.

1. "1501BT SB(0000B BCLB0030D+0 Eoa-ing Fose "#atfo m St : t: a# +na#ysisG

Green water and wave run up forces acting on the Offloading HosePlatform structure shall be considered (structure goes more than

!"# mm below main dec$ and at this point green water and runup forces acts on the structure%.

Green sea loads and &ave slamming loads on the riser balconystructure are considered as presented in the document' TO'T)'*T+'!,"'-, T /HN0/- ) )O ON O22 O-30NG HO*P -T2O+) * -))0NG -N3 G+ N * - O-3* . The revised

design report will be updated accordingly.

2. "1501BT SB(0000B B B002(D+0 Eoa-ing Fose "#atfo m St : t: a# awingsG -4* to include P1#,1'TO*'",,,,')O'/ ',,5, Offloading HosePlatform *tructural -nalysis as reference document in both pagesof the drawing

-4* to include the design loads (static and dynamic% on thedrawing.

Copy of Slamming & Green Sea Check

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