🌱 100% Free & Open Source: Industrial Venlo Greenhouse CAD & Structural Engineering Engine.
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🏛️ VenloCAD 3D: Parametric Greenhouse CAD & Structural Engine

Generate 3D steel/aluminum Venlo greenhouse frames in real time, extract production-ready 2D DXF vector drawings (Front, Side, Roof Plan), export Bill of Materials (BOM), simulate solar shading paths, and verify NEN 3859 / EN 13031-1 combined load deflection.

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VenloCAD 3D

v2.5 MASTER
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Drop .vcad or .json files here to restore instant 3D layout.

Notification Message
Width: 24.0m (3 Spans)
Length: 32.0m (8 Bays)
Gutter: 4.5m
Ridge: 5.3m
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Main Column (S355JR)
Spec: RHS 100x50x3.2 mm
Carries gutter gravity loads & resists lateral wind pressure
✅ Safe (PASS)
NAVCUBE
Span Width (W) 8.0 m
Gutter Height (H) 4.5 m
Number of Spans (Bays) 3 bays
Total Longitudinal Length (L) 32.0 m
Post Spacing (S) 4.0 m
Roof Pitch Angle (θ) 22.0 °
3D Visibility Controls
Floor Area 768 m² (~0.19 ac)
Steel Mass 5,214 kg
Aluminum Mass 1,420 kg
Glazing U-Value 5.6 W/m²K
Plant Capacity 1,536 plants
Estimated CAPEX $28,500
NEN 3859 Structural A+ (PASS)

🏛️ VenloCAD 3D Mathematical & Structural Architecture (SSOT)

1. Procedural Geometry Equations

The Venlo greenhouse places 2 sub-gables per span ($W_{span}$) to maximize direct and diffuse PAR light transmittance while discharging internal condensation through extruded aluminum gutters:

H_ridge = H_gutter + (W_span / 4) * tan(θ_roof)
L_rafter = (W_span / 4) / cos(θ_roof)

2. NEN 3859 / EN 13031-1 Combined Load & Deflection Matrix

Computes aerodynamic peak velocity pressure ($q_p$), snow load ground reduction factors ($\mu_1$), and column head horizontal lateral deflection ($\delta \le H/150$) in real time according to European greenhouse standards:

q_p = 0.5 * ρ_air * v_wind² * C_e
M_ULS = max(1.5 * M_wind, 1.2 * M_wind + 1.2 * M_vert)
δ_col = (k_share * w_line * H⁴) / (185 * E * I_x) <= H / 150
INWOOVATION LAB | CEA STRUCTURAL SPECIFICATION
Greenhouse Structural Engineering Specification · Structural Safety Compliance · Bill of Materials (BOM)
Doc ID: VCAD-2026-NEN3859
Issued: 2026-09-26 KST
Lead Engineer: Inwoo Hwang (B.S. Smart Farm CEA)
3D Greenhouse Perspective Snapshot
NEN 3859 / EN 13031-1 STRUCTURAL COMPLIANCE
APPROVED
PASS 1.24
Chungnam National Univ. CEA Biophysics Engine
Wind 32m/s · Snow 25cm Factor of Safety PASS

1. Architectural & Geometric Dimensions

Structural TypeDutch Venlo Multi-Span Glasshouse
Span & Bay Configuration8.0m × 3 Spans (Width 24.0m)
Total Longitudinal Length32.0 m (Post spacing 4.0m)
Floor Area / Footprint768.0 m² (~0.19 ac / 8,266 sqft)
Gutter & Ridge HeightGutter 4.5m / Ridge 5.3m (Slope 22°)

2. Enclosure Materials & Physics

Roof Glazing4mm Low-Iron Diffuse Glass (Haze 70%)
PAR TransmittancePAR 96.5% (Diffuse Light Canopy Penetration)
Glazing U-Value5.6 W/m²K (Single-skin baseline)
Structural Steel GradeHigh-Tensile Structural Steel S355JR (fy=355 MPa)
Gutters & Ridge ProfilesExtruded Aluminum EN AW-6060-T6

3. Agronomic Infrastructure

Target Crop SpecVine Tomato (High-Wire Trellised)
Hanging Gutter Length4 rows / bay (Total 384 m)
Plant Count & Density1,536 plants (2.0 plants/m²)
Heating Pipe RailsØ51mm Dual Steel Rails (Total 768 m)
Projected Annual Yield~49.9 tons / year

4. Climate Steering & Thermal Energy Screens

Roof Ventilation SystemContinuous Ridge Vent (Dual Sided)
Vent Area Ratio21.3 % (NEN 3859 Compliant Summer Cooling)
Thermal Screen SystemAluminized 85% Reflective Thermal Screen (1-Layer)
Nighttime U-Value3.1 W/m²K (Screen deployed)
Heating Fuel Savings-44 % (vs. Single-skin glass)

5. Bill of Materials (BOM) & Estimated CAPEX Summary

Category Component & Material Specification Quantity Total Mass Estimated Cost
Total Estimated CAPEX (Excl. VAT): $0 USD
[Engineering Simulation & Legal Notice] This engineering specification sheet is generated via WebGL physics modeling based on European NEN 3859 & EN 13031-1 greenhouse engineering standards for preliminary feasibility modeling and conceptual planning. Prior to actual commercial construction, local building permitting, or bank loan disbursement, site-specific geotechnical soil testing, regional wind/snow hazard audits, and formal review/stamping by a licensed Professional Structural Engineer (PE) are mandatory.
Inwoovation Lab CEA R&D
Principal Engineer: Inwoo Hwang, CEA Lead