```html Tensegrity Seastead: Froude Scale Model Calculations

Tensegrity Semi-Submersible Seastead

Froude Scale Model Design Specification

Scale Ratio Determined by Available 5-inch Diameter Leg Stock


1. Scale Ratio Determination

The primary scaling constraint is the leg diameter. We have 5-inch OD cylinders for the model legs. The prototype legs are 4 ft (48 in) diameter.

Scale Ratio (λ) = Prototype Dimension / Model Dimension
λ = 48 in / 5 in = 9.6
ParameterSymbolValueUnits
Prototype Leg DiameterDp48inches
Model Leg Diameter (Stock)Dm5inches
Scale Ratio (Linear)λ9.6:-1 (Model:Proto)
Scale Factor (Model → Prototype)9.6x
Scale Factor (Prototype → Model)0.10417x (1/9.6)
Froude Scaling Law: For dynamic similarity (wave interaction, stability, motions), Froude Number (Fr = V/√gL) must be constant. This dictates:
• Linear Dimensions scale as λ (1:9.6)
• Areas scale as λ² (1:92.16)
• Volumes / Mass / Weight / Displacement scale as λ³ (1:884.736)
• Time (Periods) scales as √λ (1:3.098)
• Velocity scales as √λ (1:3.098)

2. Prototype (Full Scale) Dimensions & Geometry

Body (Living Area)

DimensionFeetInches
Length (Longitudinal)60720
Width (Beam)14168
Height896

Legs & Geometry (4 Legs Total: 2 Forward, 2 Aft)

Legs splay at 45° in both Front View (Transverse) and Side View (Longitudinal/Vertical). This implies a 3D angle where Direction Cosines are equal.

ParameterValue (ft)Value (in)Derivation / Notes
Leg Length (Pin-to-Pin)35420Given
Leg Diameter448Given
Angle from Vertical45°-"Down and away at 45°"
Angle from Centerline (Plan View)45°-"Towards side at 45°"
Vertical Drop (Body Bottom to Leg Tip)24.7529735 × sin(45°) = 35/√2
Horizontal Projection Length24.7529735 × cos(45°) = 35/√2
Transverse Spread per Side (Y-offset)17.5210Horiz Proj × sin(45°) = 35/2
Longitudinal Reach (X-offset)17.5210Horiz Proj × cos(45°) = 35/2
Front Leg Tips Beam (Total Width)354202 × 17.5 ft
Leg Tip Longitudinal Station (from Body Center)±17.5±210Forward (+), Aft (-)
Submerged Length (60%)212520.60 × 35 ft
Submerged Vertical Depth14.85178.221 × sin(45°)
Waterline above Leg Tips14.85178.2-
Body Bottom Above Waterline9.9118.824.75 - 14.85

Cable Geometry (Tensegrity)

CableLength (ft)Length (in)Description
Front Triangle (Base)35.0420Distance between Front Leg Tips
Aft Triangle (Base)35.0420Distance between Aft Leg Tips
Body-to-Tip Cables (x4)35.0420√(17.5²+17.5²+24.75²) = 35 ft (Perfect Tetrahedral Symmetry)

3. Model Dimensions (Scale 1:9.6)

All linear dimensions divided by 9.6. Angles remain identical.

Model Body Target Dimensions

DimensionPrototype (in)Model Target (in)Model Target (ft)
Length72075.006.25
Width (Beam)16817.501.46
Height9610.000.83

Model Legs & Geometry

ParameterPrototype (in)Model Target (in)Notes
Leg Diameter (Stock)485.00Fixed by available material
Leg Length42043.75~43 3/4"
Vertical Drop (Body Bottom to Tip)29730.94~30 15/16"
Horizontal Projection29730.94-
Transverse Spread per Side (Y)21021.88~21 7/8"
Longitudinal Reach (X)21021.88~21 7/8"
Front Tips Beam (Total)42043.75-
Submerged Length (60%)25226.25~26 1/4"
Submerged Vertical Depth178.218.56-
Body Bottom above Waterline118.812.38-

Model Cable Lengths

CablePrototype (in)Model Target (in)
Front Triangle Base42043.75
Aft Triangle Base42043.75
Body-to-Tip Cables (x4)42043.75

4. Weight & Displacement Analysis (Froude Scaling: λ³ = 884.736)

Prototype displacement is derived from submerged leg volume (Body is above water static). Salt Water Density = 64 lbs/ft³.

Prototype Hydrostatics

ParameterCalculationValue
Leg Radius2 ft-
Submerged Length per Leg21 ft-
Submerged Vol per Legπ × 2² × 21263.89 ft³
Total Submerged Volume (4 Legs)4 × 263.891,055.58 ft³
Prototype Displacement (Weight)Vol × 64 lbs/ft³67,557 lbs
Prototype Displacement (Long Tons)/ 224030.16 LT

Model Target Hydrostatics

ParameterCalculationValue
Scale Factor (Volume/Mass)λ³ = 9.6³884.736
Target Model Displaced Volume1,055.58 / 884.7361.193 ft³
Target Model Displaced Volume1.193 × 17282,062 in³
Target Model Weight (Fresh Water Test)1.193 ft³ × 62.4 lbs/ft³74.4 lbs
Target Model Weight (Salt Water Test)1.193 ft³ × 64 lbs/ft³76.4 lbs

Model Leg Buoyancy Check (Actual vs Target)

Model Legs: 5" OD (Assumed 4.5" ID / 0.25" wall). Submerged Length = 26.25 in.

ParameterValue
Model Leg OD5.00 in
Model Leg ID (Est. Sch 40)4.50 in
Submerged Length26.25 in
Displaced Vol / Leg (OD)π(2.5²)(26.25) = 514.7 in³
Internal Vol / Leg (Flooded)π(2.25²)(26.25) = 416.8 in³
Net Buoyancy / Leg (Sealed)514.7 - 416.8 = 97.9 in³ (3.5 lbs)
Total Net Buoyancy (4 Legs Sealed)391.6 in³ (14.1 lbs)
Target Required Buoyancy (Model Weight)~2,062 in³ (74-76 lbs)
CRITICAL DESIGN GAP: The 4 sealed legs provide only ~14 lbs of buoyancy (19% of required 76 lbs). The Model Body MUST provide the remaining ~62 lbs of buoyancy (approx 1,670 in³ / 0.97 ft³ volume). The legs alone are far too slender at this scale to support the Froude-scaled weight.

5. Barrel Body Analysis: 2x 55-Gallon Drums

Standard 55-gal Plastic Drum: ~22.5" OD × 33.5" Height (approx). Two connected end-to-end.

Model Dimensions (Barrel Assembly)

ParameterValue (inches)Value (feet)
Body Length (2 Drums)~67.05.58
Body Diameter~23.51.96
Total Volume (External)~2 × 7,300 = 14,600 in³8.45 ft³ (110 Gal)

Comparison: Barrel Body vs. Froude Target Body

DimensionFroude TargetBarrel ActualDifference
Length75.0 in67.0 in-10.7% (Short)
Width / Beam17.5 in23.5 in+34% (Wider)
Height10.0 in23.5 in+135% (Taller)

Buoyancy Check: Barrel Body

Target Model Displacement: 76.4 lbs (Salt Water).

RESULT: The barrel body has vastly excessive reserve buoyancy. It will float extremely high (less than 1 inch draft) unless heavily ballasted. You MUST add ~60-70 lbs of ballast weight low in the barrels (or keel) to achieve the correct Froude-scaled displacement and vertical center of gravity (VCG).

What Full-Scale Dimensions Does This Barrel Model Represent?

If we accept the Barrel Body (67" L × 23.5" Dia) as the "Model", the implied Full Scale Prototype dimensions are:

Full Scale DimensionCalculation (Model × 9.6)Result
Body Length67.0 in × 9.6643 in = 53.6 ft
Body Beam (Width)23.5 in × 9.6226 in = 18.8 ft
Body Height23.5 in × 9.6226 in = 18.8 ft
Leg Diameter (Fixed by stock)5 in × 9.648 in = 4.0 ft (Matches Design)
Leg Length43.75 in × 9.6420 in = 35 ft (Matches Design)
Geometric Distortion Warning: Using the barrels creates a prototype that is wider (18.8 vs 14 ft) and much taller (18.8 vs 8 ft) than your 60×14×8 design. The length (53.6 ft) is close to 60 ft. This model tests the Leg Geometry, Tensegrity Statics, and Leg Hydrodynamics accurately (Froude scaled), but NOT the Body Hydrodynamics (wave slamming, deck wetness, windage) due to the distorted body shape.

6. Summary & Construction Checklist

Model Bill of Materials (Target Specs)

ItemSpecQtyNotes
Legs5" OD × 43.75" Long (Sealed, Watertight)4Schedule 40 PVC or Aluminum tube. Seal ends.
Body2 × 55-gal Drums (Connected)1Clean, sealed. Mount legs to drum structure.
Ballast Weight~65-70 lbs Total (Lead/Steel/Concrete)1 LotCRITICAL. Place LOW in drums (bottom 6") to lower VCG.
Front Triangle Cable43.75" Long (Adjustable)1Dyneema/Spectra or Steel Cable. Turnbuckles recommended.
Aft Triangle Cable43.75" Long (Adjustable)1Dyneema/Spectra or Steel Cable. Turnbuckles recommended.
Body-to-Tip Cables43.75" Long (Adjustable)4Connect Leg Tips to Center Bottom of Body Assembly.
Leg Attachment FittingsUniversal Joints / Ball Joints4Must allow 45° cone of motion. Body attach: Center Bottom.

Key Assembly Geometry Checks

  1. Leg Angles: Verify 45° from vertical and 45° from centerline in plan view. Tip-to-Tip beam = 43.75". Tip Longitudinal offset from Body Center = 21.88".
  2. Waterline: Mark 26.25" up from leg tips. Body bottom should be 12.38" above this line (43.75" - 26.25" - 12.38" check: Vertical drop is 30.94". 30.94 - 26.25/√2? No. Vertical drop = 30.94. Submerged vertical = 18.56. Body bottom above WL = 12.38. Correct.)
  3. Cable Lengths: All 6 cables (2 Triangles + 4 Body-Tips) = 43.75 inches pin-to-pin.
  4. Tensegrity Pre-tension: Cables must be tight enough to hold triangles against body weight (76 lbs model weight) pushing legs outward. Est. tension per cable ≈ Weight / (4 × sin(45°)) ≈ 76 / 2.828 ≈ 27 lbs per cable minimum static tension.

Generated for Seastead Tensegrity Model Design | Froude Scale 1:9.6 | Units: Inches / Pounds

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