01 / Illustrative structural model report
Model identification
DÈLGHEM D2 | Torre asimmetrica otto piani S355 + CA C30/37 + GL24h, 3 coperture e plinti
| Object | Count |
|---|
| Nodes | 212 |
| 1D structural members | 514 |
| 2D shell elements | 112 |
Source file: assets/real-d2/complex-demonstration.hfm.json. All quantities in this report refer to THIS demonstrator only unless specifically indicated otherwise.
Input demonstration data; no complete combinations, construction stage, anchorage design or signed calculations are asserted.
02 / Material measurement and takeoff report
All 514 1D members grouped by their assigned material. The 112 2D shells are quantified in an independent second table below; foundations and overlaps remain excluded.
L = √[(x₂−x₁)² + (y₂−y₁)² + (z₂−z₁)²]
V = L × A [m³]
m = V × γ × (1000 / 9.80665) [kg, γ in kN/m³]
| Material | Members | Length [m] | Volume [m³] | Mass [kg] |
|---|
| S355 · Acciaio aperto | 307 | 1,510.81 | 12.22 | 97,850.40 |
|---|
| C30/37 · Calcestruzzo | 69 | 359.40 | 70.59 | 179,952.51 |
|---|
| GL24h · Legno lamellare | 138 | 565.77 | 30.08 | 12,639.30 |
|---|
Separate shell areas and volumes
For each shell: area = sum of triangle areas from the first node; volume = geometric area × shell thickness. No apertures or overlaps subtracted.
| Material | Shells | Area [m²] | Volume [m³] | Mass [kg] |
|---|
| C30/37 · Calcestruzzo | 76 | 2,349.60 | 448.92 | 1,144,427.51 |
|---|
| S355 · Acciaio aperto | 9 | 231.95 | 5.76 | 46,097.24 |
|---|
| GL24h · Legno lamellare | 27 | 737.40 | 94.16 | 39,559.34 |
|---|
Separate source, not summed above
The archive Armature-87-tavole-A1.zip contains 87 independent RC DXF schedules whose individual reinforcement weights sum to
5,239.49 kg. These are NOT the reinforcement quantities of this eight-storey mixed model.
Not a procurement estimate: excludes slab volumes, concrete overlap, cuts, fabrication allowances, reinforcement not present in the source model, waste, transport, labour and unit prices.
03 / Source and verification status
The calculation is reproducible: recompute quantities from the original D2 HFM coordinates and the two archival DXF manifests. No independent FEM verification is implied.
Model SHA-256
baaab78550ed055a3dedfea96a301305896481dc3e279164fc11ca026ccab31f
Reinforcement archive original model SHA-256
3f59fdbf3472784ed859482cbfd49590b5f5d97cac6fbe502898cd4274be298c
Steel connections archive original model SHA-256
95516c6e58033908d8818b3cb3c97b1ab00ae680e1ccfa3696678249fed095d9
Both archives explicitly state completeExecutiveDesign = false; the connection archive additionally states completeConnectionVerification = false. The new composite SVG sheets contain groups of authentic source DXF geometry, but are showcase layouts and not native exported executive CAD drawings.
Structural checks, bolt grade/head/nut/washer details, welds, anchorage lengths, reinforcement bends, project-specific NTC checks, quantities and fabrication suitability must be completed and signed before real construction.