Given: Full-scale leg diameter = 4 feet = 48 inches
Given: Model cylinder diameter available = 5 inches
Froude scaling preserves the ratio of inertial to gravitational forces, which is essential for wave interaction and dynamic behavior of floating structures.
| Quantity | Scaling Relationship | For Ξ» = 9.6 |
|---|---|---|
| Length, Width, Height, Diameter | Γ· Ξ» | Γ· 9.6 |
| Area | ÷ λ² | ÷ 92.16 |
| Volume & Displacement | ÷ λ³ | ÷ 884.7 |
| Mass / Weight | ÷ λ³ | ÷ 884.7 |
| Force (wave, cable tension) | ÷ λ³ | ÷ 884.7 |
| Time / Wave Period | Γ· βΞ» | Γ· 3.098 |
| Velocity (wave, drift) | Γ· βΞ» | Γ· 3.098 |
| Pressure | Γ· Ξ» | Γ· 9.6 |
| Component | Full-Scale Dimension (feet) | Full-Scale Dimension (inches) |
|---|---|---|
| Body Length | 60 ft | 720 in |
| Body Width | 14 ft | 168 in |
| Body Height | 8 ft | 96 in |
| Leg Diameter | 4 ft | 48 in |
| Leg Length | 35 ft | 420 in |
| Cross-Cable (front triangle base) | Calculated below | |
| Cross-Cable (rear triangle base) | Calculated below | |
| Diagonal Restraint Cables | Calculated below | |
Each leg leaves the body at a compound 45Β° angle. We need to find the true 3D direction. The legs depart from the front centerpoint (or rear centerpoint) of the body.
Viewed from the front (YZ plane projected onto XZ), each leg makes 45Β° from vertical toward the side. Viewed from the side (XZ plane projected onto YZ), each leg makes 45Β° from vertical going away longitudinally. This means:
If we define the unit direction vector of a front-right leg as (dx, dy, dz):
So the direction vector is (1, 1, 1) / β3 (normalized), meaning each leg actually descends at an angle of arccos(1/β3) β 54.74Β° from vertical, not 45Β°. The 45Β° is the apparent angle seen in each projected view.
With leg length L = 35 ft and direction (1/β3, 1/β3, 1/β3):
Front Triangle Cross-Cable: The two front legs spread outward (port and starboard) by 20.21 ft each. They start from the same front center point, so the tips are separated horizontally (athwartships) by:
Front cross-cable = 2 Γ 20.21 ft = 40.41 ft = 485.0 in
(The tips are at the same depth and same longitudinal position, so the cable is purely horizontal/athwartships.)
Rear Triangle Cross-Cable: Same geometry:
Rear cross-cable = 40.41 ft = 485.0 in
Diagonal Restraint Cables (from each leg tip to the center underside of the body at the opposite end):
A front-right leg tip is at position (relative to body center):
(+20.21, +30 + 20.21, β20.21) = (+20.21, +50.21, β20.21) ft
The rear-center underside of the body is at:
(0, β30, β8) ft
(taking body center at origin, body top at z=0, bottom at z=β8, front at y=+30, rear at y=β30)
Distance = β(20.21Β² + 80.21Β² + 12.21Β²) = β(408.4 + 6433.6 + 149.1) = β6991.2 = 83.61 ft β 1003.4 in
| Cable | Full-Scale Length (ft) | Full-Scale Length (in) |
|---|---|---|
| Front cross-cable | 40.41 | 485.0 |
| Rear cross-cable | 40.41 | 485.0 |
| Each diagonal restraint cable (Γ4) | 83.61 | 1003.4 |
All full-scale dimensions divided by 9.6:
| Component | Full Scale (in) | Model Scale (in) | Model (ft-in approx.) |
|---|---|---|---|
| Body Length | 720 | 75.00 | 6 ft 3 in |
| Body Width | 168 | 17.50 | 1 ft 5.5 in |
| Body Height | 96 | 10.00 | 10 in |
| Leg Diameter | 48 | 5.00 | 5 in (as given) |
| Leg Length | 420 | 43.75 | 3 ft 7.75 in |
| Vertical Drop per Leg | 242.5 | 25.26 | 2 ft 1.3 in |
| Sideways Spread per Leg | 242.5 | 25.26 | 2 ft 1.3 in |
| Fore/Aft Spread per Leg | 242.5 | 25.26 | 2 ft 1.3 in |
| Front Cross-Cable | 485.0 | 50.52 | 4 ft 2.5 in |
| Rear Cross-Cable | 485.0 | 50.52 | 4 ft 2.5 in |
| Each Diagonal Restraint Cable | 1003.4 | 104.52 | 8 ft 8.5 in |
| Dimension | Model (in) | Model (ft-in) |
|---|---|---|
| Total Width (tip to tip) | 50.52 | 4 ft 2.5 in |
| Total Length (front tip to rear tip) | 75.00 + 2 Γ 25.26 = 125.52 | 10 ft 5.5 in |
| Total Depth (body top to leg bottom) | 10.00 + 25.26 = 35.26 | 2 ft 11.3 in |
Under Froude scaling with the same fluid (freshwater or seawater), masses scale as λ³. We must first estimate full-scale weights.
Body volume: 60 Γ 14 Γ 8 = 6,720 ftΒ³
For a steel/aluminum habitable structure, a reasonable average density might be around 8β12 lb/ftΒ³ overall (structure + interior + equipment + furnishings).
Estimate at 10 lb/ftΒ³ average: 67,200 lbs (β 33.6 tons)
Leg volume (cylinder): Ο Γ 2Β² Γ 35 = 439.8 ftΒ³
If these are hollow steel/aluminum floats with ~10% solid fraction and ballast water capability:
Structural weight estimate: ~3 lb/ftΒ³ average β 1,320 lbs each
4 legs total: 5,280 lbs
Estimate: 1,500 lbs
Each leg: Ο Γ 2Β² Γ 35 = 439.8 ftΒ³ total volume
At 60% submerged: 0.60 Γ 439.8 = 263.9 ftΒ³ submerged per leg
4 legs submerged volume: 4 Γ 263.9 = 1,055.6 ftΒ³
Seawater buoyancy: 1,055.6 Γ 64 lb/ftΒ³ = 67,558 lbs
Body should ride above water, but some hull immersion contributes buoyancy too. The numbers are in the right ballpark for a semi-submersible at this draft.
Divide full-scale weights by λ³ = 9.6³ = 884.7:
| Component | Full Scale (lbs) | Model Scale (lbs) | Model (oz) |
|---|---|---|---|
| Body | 67,200 | 75.96 | 1,215 |
| Each Leg (Γ4) | 1,320 | 1.49 | 23.9 |
| All 4 Legs | 5,280 | 5.97 | 95.5 |
| Cables & Hardware | 1,500 | 1.70 | 27.1 |
| Total | 73,980 | 83.62 | 1,338 |
Model leg: 5 in diameter, 43.75 in long
Volume per model leg: Ο Γ (2.5)Β² Γ 43.75 = 858.7 inΒ³
At 60% submerged: 515.2 inΒ³ per leg
4 legs submerged: 2,060.9 inΒ³
Freshwater buoyancy: 2,060.9 inΒ³ Γ 0.0361 lb/inΒ³ = 74.4 lbs
This must support the total model weight of ~84 lbs. The body will need to be partially immersed or the legs slightly more than 60% submerged, which matches the semi-submersible behavior. The system is close to equilibrium, confirming the scaling is consistent.
| Property | Typical Value |
|---|---|
| Height | ~35 inches |
| Diameter | ~23 inches |
| Volume | 55 gallons (12,705 inΒ³) |
Model body from barrels:
| Dimension | Model (2 barrels, in) | Full Scale (in) | Full Scale (ft) | Design Target (ft) | Comparison |
|---|---|---|---|---|---|
| Length | 70 | 672 | 56.0 | 60 | 93% β¦ Close |
| Width | 23 | 220.8 | 18.4 | 14 | 131% β¦ Wider |
| Height | 23 | 220.8 | 18.4 | 8 | 230% β¦ Much taller |
Ideal model body dimensions:
This is a flat, barge-like rectangular box β very different from a barrel's round profile.
| Option | Description | Pros | Cons |
|---|---|---|---|
| A. Accept the mismatch | Use barrels as-is; understand they represent a 56 ft Γ 18.4 ft diameter cylindrical hull | Easy, cheap, fast | Cross-section wrong; wave interaction & stability won't match rectangular body |
| B. Cut & reshape barrels | Slice barrels lengthwise and flatten/reshape to ~17.5β³ W Γ 10β³ H rectangular section | Correct shape | Difficult, may leak |
| C. Build a plywood box | 75β³ Γ 17.5β³ Γ 10β³ box from marine plywood, sealed with fiberglass or epoxy | Exact dimensions, easy to ballast | More labor |
| D. Use barrels for flotation testing only | Verify buoyancy and cable tension behavior; don't extrapolate wave/stability data to rectangular hull | Quick feasibility test | Limited data applicability |
| Part | Qty | Model Dimension (in) | Model Weight Target (lbs) | Notes |
|---|---|---|---|---|
| Body (rectangular box) | 1 | 75.0 L Γ 17.5 W Γ 10.0 H | ~76 (with ballast) | Plywood/foam, sealed, ballasted |
| Legs (cylinders) | 4 | 5.0 dia Γ 43.75 long | ~1.5 each | PVC pipe, capped, partially ballasted |
| Front cross-cable | 1 | 50.5 long | β | Braided line or wire |
| Rear cross-cable | 1 | 50.5 long | β | Braided line or wire |
| Diagonal restraint cables | 4 | 104.5 long each | β | Braided line or wire, low stretch |
| Attachment hardware | β | β | ~1.7 total | Shackles, eye bolts, turnbuckles |
| TOTAL MODEL | ~84 lbs |
| SCALE: 1 : 9.6 | Ξ» = 9.6 | ||
|---|---|---|
| Scaling | Formula | Value |
| Lengths | Γ· 9.6 | |
| Areas | Γ· 92.16 | |
| Volumes / Masses | Γ· 884.74 | |
| Time periods | Γ· 3.098 | |
| Velocities | Γ· 3.098 | |
| Forces | Γ· 884.74 | |
| 1 foot full scale | = | 1.25 inches model |
| 1 ton full scale (2000 lb) | = | 2.26 lbs model |
| 1 second full scale wave period | = | 0.323 seconds model |
| 1 knot full scale | = | 0.323 knots model |
β Tensegrity Seastead Scale Model Design Document β
Froude Scale Ratio 1 : 9.6