Additional_Drawings.pdf

M D

C R

E V

IE

W

A cce p ted

A cce p te d w ith

C om m ents

N o t A cce pted

R e fe r to

N o ta tions O n:

D ra w ing

R e tu rn D o cum ent

R e su b m ission: □

R e q u ired □ N o t R e q u ired

A p p ro ve d

S u b

j. to

A p p ro

v. R e

g. A gcy. A pprvl.

R e vie w er:

D a te R e tu rned:

R e tu rn D o cu m e n t N o.:

Rev. (-) 3 May 2011 File: 09041

Absolute Axial Stress

3.4467E+02 6.8935E+02 1.0340E+03 1.3787E+03 1.7234E+03 2.0680E+03 2.4127E+03 2.7574E+03

X

Y

Z

GRAPE GBW32 v4.0 - c:\grape\09041\a-lowered - (this file is converted from c:\grape\09041\aframe.dxf)

Rev. (-) 3 May 2011

Absolute Moment Z Stress

4.8849E+02 9.7698E+02 1.4655E+03 1.9540E+03 2.4424E+03 2.9309E+03 3.4194E+03 3.9079E+03

X

Y

Z

GRAPE GBW32 v4.0 - c:\grape\09041\a-lowered - (this file is converted from c:\grape\09041\aframe.dxf)

Rev. (-) 3 May 2011

Absolute Axial Stress

3.0694E+02 6.1388E+02 9.2083E+02 1.2278E+03 1.5347E+03 1.8417E+03 2.1486E+03 2.4555E+03

X

Y

Z

GRAPE GBW32 v4.0 - c:\grape\09041\a-level - (this file is converted from c:\grape\09041\aframe.dxf)

Rev. (-) 3 May 2011

Absolute Moment Z Stress

4.5952E+02 9.1904E+02 1.3786E+03 1.8381E+03 2.2976E+03 2.7571E+03 3.2166E+03 3.6762E+03

X

Y

Z

GRAPE GBW32 v4.0 - c:\grape\09041\a-level - (this file is converted from c:\grape\09041\aframe.dxf)

Rev. (-) 3 May 2011

A na ly si sG ro up

.5

/0 3/

3:

P

S er vi ce C as e

R es u lt s

X B

E N

D

IN

G

Lo ad s

-9 lb /in

R ea ct io ns lb lb

R es ul ts -7

-5

-2

-1

00 0

Deflection (in) Shear (lb) Moment (lb-in) is ta nc e fro m le ft en d of b ea m (i n)

M ax in M in

-8 in

M ax lb M in

-9 lb

M ax

.3 e+ lb -in

M in lb -in

Rev. (-) 3 May 2011 na ly si sG ro up

.5

/0

3/

3:

P

S er vi ce C as e

R es u lt s

X R

E A C T

IO

N

Lo ad s

-9 lb /in

R ea ct io ns lb

2.

lb

R es ul ts -5

-2

-1

00 0

Deflection (in) Shear (lb) Moment (lb-in) is ta nc e fro m le ft en d of b ea m (i n)

M ax in M in

-6 in

M ax

.5 lb

M in

-1 lb

M ax

.1 e+ lb -in

M in lb -in

Rev. (-) 3 May 2011

Absolute Axial Stress

7.9444E+01 1.5889E+02 2.3833E+02 3.1778E+02 3.9722E+02 4.7666E+02 5.5611E+02 6.3555E+02

X

Y

Z

GRAPE GBW32 v4.0 - c:\grape\09041\a-raised - (this file is converted from c:\grape\09041\aframe.dxf)

Rev. (-) 3 May 2011

Absolute Moment Z Stress

8.4757E+01 1.6951E+02 2.5427E+02 3.3903E+02 4.2379E+02 5.0854E+02 5.9330E+02 6.7806E+02

X

Y

Z

GRAPE GBW32 v4.0 - c:\grape\09041\a-raised - (this file is converted from c:\grape\09041\aframe.dxf)

Rev. (-) 3 May 2011

Absolute Axial Stress

7.7770E+01 1.5554E+02 2.3331E+02 3.1108E+02 3.8885E+02 4.6662E+02 5.4439E+02 6.2216E+02

X

Y

Z

GRAPE GBW32 v4.0 - c:\grape\09041\a-stowed - (this file is converted from c:\grape\09041\aframe.dxf)

Rev. (-) 3 May 2011

Absolute Moment Z Stress

2.5719E+02 5.1437E+02 7.7156E+02 1.0287E+03 1.2859E+03 1.5431E+03 1.8003E+03 2.0575E+03

X

Y

Z

GRAPE GBW32 v4.0 - c:\grape\09041\a-stowed - (this file is converted from c:\grape\09041\aframe.dxf)

Rev. (-) 3 May 2011

Contract No. W912BU-09-C-0056 BASIC MARINE, INC. HULL 207

CEMDC Project No. 2690 CEMVM REVETMENT CRANE BARGE

Prepared by: Seacraft Design, LLC Doc. 733-C598-02

CABLE LENGTH CALCULATION

Ramp Lowered Ramp Raised Ramp Lowered Ramp Raised Cable Length (FT) Cable Length (FT) Cable Length (FT) Cable Length (FT)

Winch to A-Frame Winch to A-Frame from winch 9.62 9.62 from winch 9.62 9.62 sheave 1.09 1.09 sheave 1.09 1.09 up A-frame 32.71 32.71 up A-frame 31.46 31.46

A-Frame to Ramp A-Frame to Ramp sheave 1.09 1.09 sheave 1.09 1.09 to ramp 27.2 5.4 to ramp 27.2 5.4 sheave 2.18 2.18 sheave 2.18 2.18 from ramp 27.2 5.4 from ramp 27.2 5.4 sheave 2.18 2.18 sheave 2.18 2.18 to ramp 27.2 5.4 to ramp 27.2 5.4 sheave 2.18 2.18 sheave 2.18 2.18 from ramp 27.2 5.4 from ramp 27.2 5.4 sheave 2.18 2.18 sheave 2.18 2.18 to ramp 27.2 5.4 to ramp 27.2 5.4 sheave 1.68 1.68 sheave 1.68 1.68

Port Side Subtotal 190.91 81.91 Starboard Side Subtotal 189.66 80.66

Ramp Lowered Ramp Raised Cable Length (FT) Cable Length (FT)

Port Side Subtotal 190.91 81.91 Starboard Side Subtotal 189.66 80.66

Ramp Crossover sheave 1.09 1.09 crossover 20.42 20.42 sheave 1.09 1.09

Dead Wraps 5 (port side drum) 16.31 16.31 5 (stbd side drum) 16.31 16.31

Total 436 218

TOTAL LENGTH OF CABLE, OVERALL 436 Feet - (Ramp Lowered) TOTAL LENGTH OF ACTIVE CABLE 218 Feet - (Ramp Lowered - Ramp Raised)

LENGTH OF ACTIVE CABLE per DRUM 109 Feet - (Active Cable / 2)

PORT SIDE STARBOARD SIDE

Rev. (-) 3 May 2011

Li th o in

U S

A

/0

#5

(s up er se de s #5

7)

S pe ci fic at io ns La tti ce

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(0

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4)

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9)

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5)

N ot es

1.

G ro un d be ar in g pr es su re is b as ed o n th e to ta l w ei gh t d is tr ib ut ed e ve nl y ov er th e tr ac k co nt ac t a re a.

2.

To ta l c on ta ct a re a fo r

(0

.9 1m tr ac k sh oe s is

6, in

(1 cm 2 )

Rev. (-) 3 May 2011

JL Konopasek

PE-1-22-2015