```html
Project: Half-Scale Seastead Prototype – Tension-Leg Mooring
Method: Dinghy-driven lever bar
Soil Assumption: Typical submerged Caribbean sand (loose to medium-dense carbonate sand)
A 10 hp outboard develops roughly 200 – 300 lbf of static thrust (bollard pull) at low speed. When this pull acts on a lever arm attached to the mooring eye, it creates torque:
Torque (ft-lb) ≈ Thrust (lbf) × Lever Length (ft) × 0.70
The 0.70 factor accounts for rope sag, imperfect tangential pull, and minor swivel friction.
| Lever Length | Max Torque (10 hp, 250 lbf pull) |
|---|---|
| 10 ft | ~1,750 ft-lb |
| 15 ft | ~2,625 ft-lb |
| 20 ft | ~3,500 ft-lb |
At a standard 3″ pitch, the screw must make ≈ 28 turns to reach full depth.
| Phase | Time Estimate |
|---|---|
| Hand-starting first 1–2 turns (snorkel / from RIB) | 5 – 10 min |
| Dinghy circling at 10 ft radius (28 turns ≈ 1,760 ft of travel) | 15 – 25 min at low speed |
| Adjusting rope, checking verticality, final seating | 5 – 10 min |
| Total | 25 – 45 minutes per screw |
This is a serious anchor. At 3″ pitch, it needs ≈ 44 turns and presents far more cutting area.
Yes, but only up to the dinghy’s thrust limit. To reach the 4,000–6,000 ft-lb range you would need:
| Condition | Time Estimate |
|---|---|
| Loose sand, 15–20 ft bar, dinghy pulling hard | 1.0 – 1.5 hours of circling |
| Medium-dense sand, stalling & repositioning | 2 – 4+ hours, or not possible |
Recommendation: For the 12″ prototype test, consider either a 25+ hp outboard, a hydraulic hand-torque head, or switch to a two-helix anchor on a shorter shaft to reduce the peak torque per plate.
Use high-strength steel pipe rather than a solid bar. Pipe gives the best strength-to-weight ratio and is easier to handle on the water.
| Helix Size | Recommended Bar | Approx. Weight | Why this size |
|---|---|---|---|
| 6″ × 7 ft | 10 ft × 3″ OD × 0.25″ wall structural steel pipe (A500 or Schedule 80) | ~75 lb | Handles ~2,500 ft-lb bending moment with low permanent deflection |
| 12″ × 11 ft | 18–20 ft × 4″ OD × 0.25″–0.375″ wall steel pipe, OR a hybrid aluminum main span with steel clevis end | 150–220 lb (steel) or ~90–110 lb (hybrid Al/Steel) | Required to resist 4,000–6,000 ft-lb moments and reduce flex over the long span |
The bending moment is maximum at the anchor eye. A simple hole drilled through the pipe will ovalize and tear under load. Instead:
| Parameter | 6″ Ø × 7 ft | 12″ Ø × 11 ft |
|---|---|---|
| Feasibility (10 hp dinghy) | Good | Marginal to Poor |
| Lever Length | 10 ft is adequate | 15–20 ft recommended; may still stall |
| Expected Install Time | 25 – 45 min total | 1 – 3+ hours (if sand is loose enough) |
| Ideal Bar | 3″ OD steel pipe, ~75 lb | 4″ OD steel pipe or hybrid, 100–220 lb |
| Eye Reinforcement | Built-up clevis or gusseted pin fitting; do not rely on a simple drilled hole | |