Transportation MOTION Force Noble Denton, 0030/ND, Guidelines for Marine Transportation Vessel Classification 2 30 deg 15 deg Heave, Hg 0.2 g Period, T 10.0 sec Barge Draft, DH 1.30 m Barge Depth, D 4.29 m Freeboard, FD 2.99 m Design Horizontal Force, Roll and Heave Effec= Design Vertical Force, Roll and Heave Effect,= Overturning Force, Roll and Heave Effect, OTF= Resistance Force, Roll and Heave Effect, RFr = Design Horizontal Force, Pitch and Heave Effe= Design Vertical Force, Pitch and Heave Effect= Overturning Force, Roll and Heave Effect, OTF= Resistance Force, Roll and Heave Effect, RFp = S/N Description 01 WINCH on SKID 42.0 5.0 0.0 30.0 8.0 7.0 7.0 32.3 29.1 19.9 19.2 23.1 14.5 14.2 9.6 Analysis ROLL AND HEAVE UPLIFT PITCH AND HEAVE UPLIFT If OTFr > Rfr , UPLIFT Design Roll, RѲ Design Ptich, PѲ Weight, WT (te) HH (m) XX (m) YY (m) ZZ (m) WW (m) LL (m) Rh (te) Rv (te) Ph (te) Pv (te) OTFr (te) RFr (te) OTFp (te) RFp (te) Wt[ 〖 4π 〗 ^2 ZZ/T^2 Rθ+sinRθ(1+Hg)g] Wt[ 〖 -4π 〗 ^2 XX/T^2 Rθ+cosRθ(1+Hg)g] 1.2Wt[ 〖 4π 〗 ^2 ZZ/T^2 Pθ+sinPθ(1+Hg)g] Wt[ 〖 -4π 〗 ^2 YY/T^2 Pθ+cosPθ(1+Hg)g] Cargo's YY W W (Rh x HH)/WW Rv/2 (Ph x HH)/LL Pv/2
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Transportation MOTION ForceNoble Denton, 0030/ND, Guidelines for Marine Transportation
Vessel Classification 230 deg15 deg
Heave, Hg 0.2 gPeriod, T 10.0 secBarge Draft, DH 1.30 mBarge Depth, D 4.29 mFreeboard, FD 2.99 m
Design Horizontal Force, Roll and Heave Effec=
Design Vertical Force, Roll and Heave Effect,=
Overturning Force, Roll and Heave Effect, OTF=
Resistance Force, Roll and Heave Effect, RFr =
Design Horizontal Force, Pitch and Heave Effe=
Design Vertical Force, Pitch and Heave Effect=
Overturning Force, Roll and Heave Effect, OTF=
Resistance Force, Roll and Heave Effect, RFp =
S/N Description
01 WINCH on SKID 42.0 5.0 0.0 30.0 8.0 7.0 7.0 32.3 29.1 19.9 19.2
23.1 14.5 14.2 9.6
Analysis ROLL AND HEAVE UPLIFT PITCH AND HEAVE UPLIFTIf OTFr > Rfr , UPLIFT
Design Roll, RѲDesign Ptich, PѲ
Weight, WT (te)
HH (m)
XX(m)
YY(m)
ZZ(m)
WW(m)
LL(m)
Rh(te)
Rv(te)
Ph(te)
Pv(te)
OTFr(te)
RFr(te)
OTFp(te)
RFp(te)
Wt[ 〖 4π 〗 ^2 ZZ/T^2 Rθ+sinRθ(1+Hg)g]
Wt[ 〖 -4π 〗 ^2 XX/T^2 Rθ+cosRθ(1+Hg)g]
1.2Wt[ 〖 4π 〗 ^2 ZZ/T^2 Pθ+sinPθ(1+Hg)g]
Wt[ 〖 -4π 〗 ^2 YY/T^2 Pθ+cosPθ(1+Hg)g]
Cargo'sCOG
YY
WW
(Rh x HH)/WW
Rv/2
(Ph x HH)/LL
Pv/2
S/N Description Roll, Uplift Load (te) Pitch, Uplift Load (te)01 WINCH #2 ON SKID 32.3 8.5 19.9 4.6
Seafastening Restraint Provided
S/N Description Seafastening Description Roll Pitch01+02A Umbilical Reel 01 Type Line 1* x 2 + Type Line 2* x 2 - For Eac 16.6 MT N.A. 21.7 MT N.A.01 Umbilical Reel 02 Type Line 1* x 2 + Type Line 2* x 2 - For Eac 16.6 MT N.A. 21.7 MT N.A.03 Umbilical Reel 03 Type Line 1* x 2 + Type Line 2* x 2 - For Eac 16.6 MT N.A. 21.7 MT N.A.
* 5Te Cargo Ratchet, Hook and Hook, looped around Umbilcial Reel 35Te MBL D-ring (Top End) and Both Ends secured on individual 5Te SWL Weld-on D-rings.
Roll, Design Load (te)
Pitch, Design Load (te)
Roll, Uplift
Pitch, Uplift
Vessel 's COG
Cargo'sCOG
Vessel CNT LINE X-X
Vessel CNT LINE Y-Y
Vessel PLAN VIEW
FWD
AFT
YY
XX
MSL
Cargo'sCOG
ZZ
Vessel SIDE VIEW
HH
WW
LL
DESIGN OF DOG PLATE - SHEAR
TYPE 1 - SHEAR PLATE DIMENSIONS
Overall Length L = 150.0 mm Overall Height H = 150.0 mmL1 = 50.0 mm H1 = 50.0 mmL2 = 100.0 mm H2 = 50.0 mmL3 = 100.0 mm H3 = 50.0 mm
H4 = 125.0 mm
Min Plate Grade = ASTM A36Plate SMYS fypl = 250.0 MPaPlate, Thickness tpl = 16.0 mmAllowable Shear Stress for Plate = 0.4 x fypl στpl = 100.0 MPa
Allowable Shear Force, Plate = στpl x tpl x L2 = 16.0 MT
Weldment, Thickness tweld = 6.0 mmWelding Electrode Type = E60Welding Electrode SMYS Fyweld = 330.0 MPaMax Shear Stress for Weldment = 0.3 * fyweld σweld = 99.0 MPaAllowable Shear Stress for Weldment = σaweld = 99.0 MPa
Allowable Shear Force, Weldment = σaweld x 0.707 x tweld x L2 = 8.4 MT
Allowable Shear Force = Fτ = 8.4 MT
Fpl
min (στpl,σweld)
Fweld
min(Fpl,Fweld)
H1
L
L3
L1
H3 (tirm to suit)
H4HH2 L2
tweldtweld
Deck Plate
Force
DESIGN OF DOG PLATE - FOR UPLIFT
TYPE 2 - UPLIFT PLATE DIMENSIONS
Overall Length L = 150.0 mm Overall HeightL1 = 50.0 mmL2 = 100.0 mmL3 = 100.0 mm
Min Plate GradePlate SMYSPlate, ThicknessAllowable Shear Stress for Plate = 0.4 x fypl
Allowable Uplift Force for Plate = στpl x tpl x H1
Weldment, ThicknessWelding Electrode TypeWelding Electrode SMYSMax Shear Stress for Weldment = 0.3 * fyweldAllowable Shear Stress for Weldmennt=
Allowable Uplift Force - Weldment = σaweld x 0.707 x tweld x L2 x L2 x 0.5 / L2
Allowable Uplift Force = min(Fuppl,Fupweld)
min (στpl,σweld)
H1
L
L3
L1
H3 (tirm to suit)
H4HH2 L2
tweldtweld
Deck PlateLOAD
H = 150.0 mmH1 = 50.0 mmH2 = 50.0 mmH3 = 50.0 mmH4 = 125.0 mm
= ASTM A36fypl = 250.0 MPatpl = 16.0 mmστpl = 100.0 MPa
= 8.0 MT
tweld = 6.0 mm= E60
Fyweld = 330.0 MPaσweld = 99.0 MPaσaweld = 99.0 MPa
σaweld x 0.707 x tweld x L2 x L2 x 0.5 / L2= 2.1 MT
Fupweld = 2.1 MT
Fuppl
Fupweld
Deck Plate
SEAFASTENING IN EXCEL
SIDE VIEW ELEVATION VIEW
LINE 1 = LINE 4 LINE 2 = LINE 3
H1 = 1.80 m L1 = 1.50 m L4 = 0.70 mH2 = 1.40 m L2 = 0.50 m L5 = 3.00 m
L3 = 0.50 m L6 = 3.00 m
H1H2
L2
LINE 2LINE 1LINE 4LI
NE 3 LINE 1LI
NE 4
LINE 3
L1 L5
L4
L3
L6
Wire/Cargo Strap SWL Rswl = 10.0 MT Double Up Arragnement (5MT x 2)
Finding Angle A1 = A3 =
= 39.8 DEG =
Find Length L7 = L8 =
= 1.95 m =
〖 TAN 〗 ^(-1) ((L5/2-L3/(2 ))/L1)
L1/COS(A1)" "
L2/COS(A3)" "
〖 TAN 〗 ^(-1) ((L6/2-L4/(2 ))/L2)
LINE 1/LINE 4
CENTTERLINE OF REEL
L1
H1/UPF1
A2A1
L7/HF1
ROLL FORCE, RR1
L5*0.5
PITCH FORCE, PR1L3*0.5
LINE 2/LINE 3
CENTTERLINE OF REEL
H2/UP2
A3
L8/HF2
ROLL FORCE, RR2
L6*0.5
PITCH FORCE, PR2L4*0.5
Finding Angle A2 = A4 =
= 42.7 DEG =
Find Length LINE1 = LINE 4 =
= 2.66 m =
Finding Pitch Force PF1 = PF2 =
= 4.7 MT =
Finding Roll Force RF1 = RF2 =
= 5.6 MT =
Finding Horizontal Force HF1 = HF2 =In line with Line 7/Line8
= 7.4 MT =
〖 TAN 〗 ^(-1) (H1/L7)
〖 TAN 〗 ^(-1) (H2/L8)
L7/COS(A2)" "
L8/COS(A3)" "
RswlxCOS(A2)xSIN(A1)
RswlxCOS(A2)xCOS(A1)
RswlxCOS(A4)xSIN(A3)
RswlxCOS(A4)xCOS(A3)
RswlxCOS(A2) RswlxCOS(A4)
LINE 1
LINE 2
66.5 DEG
1.25 m
L2/COS(A3)" "
〖 TAN 〗 ^(-1) ((L6/2-L4/(2 ))/L2)
LINE 2/LINE 3
L2
A4A3
L8/HF2
ROLL FORCE, RR2
48.1 DEG
1.88 m
6.1 MT
2.7 MT
6.7 MT
〖 TAN 〗 ^(-1) (H2/L8)
L8/COS(A3)" "
RswlxCOS(A4)xSIN(A3)
RswlxCOS(A4)xCOS(A3)
RswlxCOS(A4)
LASHING DESIGN
LINE 1 = LINE 4LINE 2 = LINE 3
H1 = 4.10 m L1 = 2.50 m L4 = 3.00 mH2 = 3.40 m L2 = 2.50 m L5 = 5.00 m
L3 = 1.80 m L6 = 6.00 m
H1H2
L1
LINE 1
LINE 2LINE 3
LINE 4
LINE 1LINE 4LINE 3
L2L5
L3
L4
L6
Wire/Cargo Strap SWL Rswl = 10.0 MT Double Up Arragnement
Finding Angle A1 = A3 =
= 53.7 DEG =
Find Length L7 = L8 =
= 4.22 m =
LINE 1/LINE4
CENTTERLINE OF REEL
L1
L3*0.5
H1
L5*0.5
LINE 2/LINE3
CENTTERLINE OF REEL
L2
L4*0.5
H2
L6*0.5
A2
A1 A3
A4
〖 TAN 〗 ^(-1) ((L3/2+L5/(2 ))/L1)
L7 L8
L1/COS(A1)" "
L8/COS(A3)" "
〖 TAN 〗 ^(-1) ((L4/2+L6/(2 ))/L2)
ROLL FORCE, R1
PTICH FORCE,
P1
ROLL FORCE, R2
PTICH FORCE,
P2
Finding Angle A2 = A4 =
= 44.2 DEG =
Find Length LINE1 = LINE 4 =
= 5.88 m =
Finding Pitch Force P1 = P2 =
= 5.8 MT =
Finding Roll Force R1 = R2 =
= 4.2 MT =
〖 TAN 〗 ^(-1) (H1/L7)
〖 TAN 〗 ^(-1) (H2/L8)
L7/COS(A2)" "
L8/COS(A3)" "
RswlxCOS(A2)xSIN(A1)
RswlxCOS(A2)xCOS(A1)
RswlxCOS(A4)xSIN(A3)
RswlxCOS(A4)xCOS(A3)
LINE 1 LINE 2
60.9 DEG
5.15 m
L8/COS(A3)" "
〖 TAN 〗 ^(-1) ((L4/2+L6/(2 ))/L2)
ROLL FORCE, R2
33.4 DEG
6.17 m
7.3 MT 13.1 MT 26.14542
4.1 MT 8.3 MT 16.60247
〖 TAN 〗 ^(-1) (H2/L8)
L8/COS(A3)" "
RswlxCOS(A4)xSIN(A3)
RswlxCOS(A4)xCOS(A3)
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