warren williamson, picture resume

Resume / Warren Williamson: .

The cayenne kayak project.

Starting from scratch in rhino, I designed this kayak and the strongback.

10

11 1/4

1010

9 1/4 9 1/4

3 9 161010

14

9 1/49 1/4

5

2 5 8 12 1510 3/81017 7/8 10 10

14

9 1/4 9 1/49 1/49 1/4

stations 10 to 17 (off set) to the beam of the kayak. the actual stations are (facing) the stern.

stations 1 to 9 (off set) to the beam of the kayak. the actual stations are (facing) the bow.

1 3/

8

1

stations are 3/4 inch thich.

4 6 7

beam

11 13 14 17

4 3/

8

1010

126 11/16

1210 10 10 10 12 14 3/16

flat strongback for the cayenne kayak

9 1/4 9 1/4 9 1/4

3 1/2 3 1/2 3 1/2 3 1/2 3 1/2

8 1/2 6 1/2 6 1/2 6 1/2

3 1/2

6 1/2

3 1/2 3 1/2 3 1/2 3 1/2 3 1/2 3 1/2 3 1/2

12 11/168 1/26 1/26 1/26 1/26 1/26 1/2

133 11/16

20 7/8 13 3/8

36 x 20 paper, cayenne flat strongback

168

beam

196 7/16

9 1/49 1/4 11 1/4 12 11/16

68 3/8 58 3/8

water line beam

198

37.12 %

center of gravity of kayak

16 inches

center of buoyancy

center of gravity of kayaker

water line % of longitudinal center of buoyancy is: 83.37 / 156.35 = 53.32

information for the cayenne kayak

length / 198 inches / 16' 6"beam / 22.5 inchesheight at front of coaming / 11.8 / 11 inchesheight at back of coaming / 6.9 / 7.2 incheskayak, 50 poundskayaker, 190 poundstotal weight = 240 pounds

Volume Displacement = 6470.01Center of Buoyancy = 106Wetted Surface Area = 2685.3Waterline Length = 156.35 inches /13' 3/8"Maximum Waterline Beam = 22Water Plane Area = 2256.58Center of Floatation = 105

36 x 24 paper.


The ruby kayak project.

Starting from scratch in rhino, I designed this kayak and the build set up, using two female stations with seven male stations on the inside.

construction bulkhead back bulkhead

construction bulkhead

permanent bulkhead

front bulkheadconstruction bulkhead

permanent bulkhead

female station female station

9 3/1624 11/16 15 1/2 30 5/16 21 3/16 16 1/2 13 1/16 29 9/16

1 1/2

kayaker

cob

1 7/16

14

3 3/16

boc

sheer beam & waterline beam

83 1/2

boc

17 1/2 14

4 9/16

20 11/162217 15/16

14 3/1611 3/4

5 9/16

102.7

109.9

111.7

38.4 %

length / 204 inches / 17 feetbeam / 22 inchesheight at front of coaming / 9.7 inchesheight at back of coaming / 5.6 / 6.25 incheskayak, 45 poundskayaker, 180 poundstotal weight = 225 pounds

Volume Displacement = 6065.05Center of Buoyancy = 109.9Wetted Surface Area = 2685.25Waterline Length = 167.32 inches / 13' 11 5/16".Maximum Waterline Beam = 22Water Plane Area = 2235.12Center of Floatation = 108.6


information for the ruby kayak

30 x 36 paper, information.


The raven kayak project.

Working for the Eddyline kayak company, Tom Derrer and I designed this kayak.

kayak is 50 poundskayaker is 180 pounds

230 pounds will displace6200.3 cubic inches of salt water

beam / 21, lenght / 200.915

heigth of deck at front of coming / 13freeboard at back of coming / 3.8

heigth of deck at back of coming / 7.85

Volume Displacement = 6200.31Center of Buoyancy = 105.63, Wetted Surface Area = 2653.66Waterline Length = 163.84Maximum Waterline Beam = 20.95Water Plane Area = 2197.02Center of Floatation = 104.45,


105.635

100.18

center of buoyancy

center of gravity of kayak at 50

107.15

16 inches

center of gravity of kayaker at 180

back of coming

water line

information for the raven kayak

1.00

1.402.00

9.8011.50

9.311

heigth of deck at front of coming / 13

deck fitting is recessed .25hatch is recessed .7

beam / 21, lenght / 200.915freeboard at back of coming / 3.8

heigth of deck at back of coming / 7.85the vertical extrusion is 1.25

16 X 32

3.11 3.01

16.3025.60

recessed.4 recessed.35

1.00

1.20

16.3025.60

3.03 3.11

recessed.35 recessed.4

1.00

1.20

62.00

7.8513


Working for the Superfeet company, I start with iges files that were made in solid-works, pick up outline geomerty and completely rebuild these models for insoles.

warren williamson, picture resume

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