Design hydrostatics report.

Designer

Created by

Comment

Filename

yacht bm.fbm

Design length

8,210 (m)

Midship location

4,105 (m)

Length over all

8,218 (m)

Relative water density

1,000

Design beam

2,490 (m)

Mean shell thickness

0,0000 (m)

Maximum beam

2,596 (m)

Appendage coefficient

1,0000

Design draught

0,350 (m)

Volume properties

Waterplane properties

Moulded volume

1,690 (m

3

)

Length on waterline

7,505 (m)

Total displaced volume

1,690 (m

3

)

Beam on waterline

1,813 (m)

Displacement

1,690 (tonnes)

Entrance angle

19,832 (Degr.)

Block coefficient

0,2361

Waterplane area

9,484 (m

2

)

Prismatic coefficient

0,5760

Waterplane coefficient

0,4639

Vert. prismatic coefficient

0,5090

Waterplane center of floatation

3,613 (m)

Wetted surface area

10,718 (m

2

)

Transverse moment of inertia

1,820 (m

4

)

Longitudinal center of buoyancy

3,618 (m)

Longitudinal moment of inertia

28,514 (m

4

)

Longitudinal center of buoyancy

-6,495 %

Vertical center of buoyancy

0,235 (m)

Midship properties

Initial stability

Midship section area

0,357 (m

2

)

Transverse metacentric height

1,312 (m)

Midship coefficient

0,4099

Longitudinal metacentric height

17,111 (m)

Lateral plane

Lateral area

2,327 (m

2

)

Longitudinal center of effort

3,632 (m)

Vertical center of effort

0,188 (m)

The following layer properties are calculated for both sides of the ship

Location

Area

Thickness

Weight

LCG

TCG

VCG

(m

2

)

(tonnes)

(m)

(m)

(m)

Layer 0

45,516

0,000

0,000

3,645

0,000 (CL)

0,809

Sectional areas

Location

Area

Location

Area

Location

Area

Location

Area

Location

Area

(m)

(m

2

)

(m)

(m

2

)

(m)

(m

2

)

(m)

(m

2

)

(m)

(m

2

)

0,000

0,000

2,252

0,300

4,503

0,337

6,754

0,081

0,751

0,119

3,002

0,351

5,253

0,275

7,505

0,000

1,501

0,218

3,752

0,366

6,004

0,184

Design hydrostatics report

2014-05-29

1

0,0

0,5

1,0

1,5

2,0

2,5

3,0

3,5

4,0

4,5

5,0

5,5

6,0

6,5

7,0

7,5

Distance from app (m)

0,000

0,025

0,050

0,075

0,100

0,125

0,150

0,175

0,200

0,225

0,250

0,275

0,300

0,325

0,350

Area (m2)

Sectional areas

NOTE 1: Draught (and all other vertical heights) is measured above base Z=
NOTE 2: All calculated coefficients based on project length, draught and beam.

Design hydrostatics report

2014-05-29

2