Canoe hull design and structural analysis
Source · Final Design Report · April 2026
Three candidate hulls were evaluated against four weighted criteria. All dimensions in inches. L = length, w = width (beam), h = depth.
Dimensions: 18 × 30 × 18
Cross-Section: Arch
Rocker: No
Dimensions: 18 × 30 × 18
Cross-Section: Notched
Rocker: Yes
Dimensions: 16 × 30 × 16
Cross-Section: Arch
Rocker: Yes
Stability and straight-line speed carried the highest weights, given the 3 Sprint vs. 2 Slalom race breakdown at the ISWS Symposium. Scores shown are weighted (raw × weight).
| Criteria | Weight | Hull A (Arch, No Rocker) | Hull B (Notched, Rocker) | Hull C (Arch, Rocker) |
|---|---|---|---|---|
| Stability | 40% | 0.50 | 0.50 | 0.67 |
| Straight Line Speed | 25% | 0.17 | 0.20 | 0.17 |
| Maneuverability | 20% | 0.17 | 0.22 | 0.25 |
| Constructability | 15% | 0.34 | 0.08 | 0.08 |
| Total Weighted Score | 100% | 1.18 ✓ | 1.00 | 1.17 |
Source · Final Design Report · Table 3-1
Four trial mixes were batched and tested per ASTM C39, C143, C496. Density was weighted highest (30%) because the canoe must float under load.
| Criteria | Weight | Mix 1 | Mix 2 | Mix 3 | Mix 4 (Selected) |
|---|---|---|---|---|---|
| Density | 30% | 78.4 pcf | 83.6 pcf | 58.6 pcf | 67.2 pcf |
| Compressive Strength | 20% | 3,350 psi | 3,180 psi | 520 psi | 2,260 psi |
| Tensile Strength | 10% | 500 psi | 440 psi | 72 psi | 360 psi |
| Workability (Slump) | 20% | 10 in | 2 in | 6 in | 2 in |
| Cost | 10% | $800 | $800 | $1,200 | $1,000 |
| Durability (1–3) | 10% | 3 | 3 | 2 | 3 |
| Weighted Score | 100% | 69.9 | 67.8 | 53.4 | 84.3 ✓ |
Source · Final Design Report · Table 2-12
Arch cross-section paired with zero rocker delivers the highest constructability score while maintaining a 2.06 capacity-to-demand factor of safety with carbon-fiber mesh reinforcement.
Fig 4-6 · Orthogonal FEA · Max 73 psi
From mold to pour to finish. A female foam mold was chosen so the entire canoe could be placed in a single day. Flex-seal lined the interior for a smooth cure. Concrete was batched per ASTM C685.
Materials budget for the Mix 4 final design, mold construction, and finishing.
| Line Item | Category | Estimated Cost |
|---|---|---|
| Concrete mix (Mix 4 — per Table 2-12) | Materials | $1,000 |
| Foam insulation board, glue, flex-seal | Mold | $350 |
| Carbon fiber reinforcement mesh | Reinforcement | $275 |
| RIT dye, sealant, finishing supplies | Finishing | $180 |
| Stand lumber + paint | Display | $120 |
| ASTM testing consumables (cylinders, etc.) | Testing | $150 |
| Transportation fuel & trailer | Logistics | $220 |
| Total Estimated Construction Cost | $2,295 |
Estimates · Final numbers in the Final Report