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Drag to rotate · scroll to zoomSTRUCTURAL CHECK
Will it stand? Every base, judged for your size.
Marble · Laminated 6 cm (3+3) · Dining table · 96 × 42 × 30 in
- Assembled weight
- 1,047 lbtop 727 · base 320
- Crew to set it
- 9 people90 lb / person
- Maximum span at this thickness
- 208.3″clear span here 66″
- Worst overhang
- 12.6″limit 12.8″
- Tipping factor
- 10.5×minimum 2.0
- Slabs to reserve
- 1105 × 65 in slab
Why
- Overhangs within limits: the worst is 12.6″ against 12.8″ allowed.
- Bending on the 66″ span: σ = 79 psi against 250 psi allowed, 68% to spare.
- Tipping factor 10.5, above the 2 minimum.
Two blades near the Airy points (21% from each end) equalize center and end deflection, pulled in when the material's overhang limit is closer.
How it is built: cut list and joints
| Piece | Size | Weight |
|---|---|---|
| Mitered blade A | 25.2 × 27.6 × 2.4″ | 160 lb |
| Mitered blade B | 25.2 × 27.6 × 2.4″ | 160 lb |
| Top | 96 × 42″ · 6 cm | 727 lb |
| Joint | How it is made | Margin |
|---|---|---|
| Blade → top (×2) | Structural epoxy (ASTM C881) + 2 threaded-rod pins ⌀½″ per blade, 4″ embedment | 33.9× |
All 19 bases for this top
σ = 3PL / (2·b·t²) against MOR/4 · tipping SF ≥ 2, including a 75 lb child on the edge · supports near the Airy points (21.13%). An engineering study for planning. Our fabricator confirms supports, hidden steel and anchoring before cutting; this is not a stamped structural certification.
A study of shape and proportion. Available thickness, support, cutouts and construction are confirmed before fabrication.