🔩 Section Properties

⚖️ Weight/m: 0.00
📦 Total Weight: 0.00
💰 Steel Cost: € 0.00

📐 Formula & accuracy

Cross-sectional area (mm²) × density / 1e6 → kg/m. Imperial: lb/ft (1 kg/m = 0.67197 lb/ft). All dimensions in mm, length in meters/feet.

🧱 Slab

Volume: 0.00 | Rebar: 0.00

📐 Beam

Volume: 0.00

🏛️ Column

Volume: 0.00

🧱 Footing

Volume: 0.00

⚙️ Material Parameters

🏠 Pad Footing Geometry & Load

Required Area: 15.00
Provided Area: 10.24
Concrete Volume: 6.66
Soil Pressure: 117.2 kPa

🔩 Detailed Reinforcement

Design Moment M_Ed: 248.4 kNm
Required Ast: 1420 mm²
Provided Ast: 1608 mm² OK
Main Bars: 8Ø16 @ 180 mm
Distribution: 320 mm²/m

💰 Cost Summary

ItemQuantityUnitUnit PriceTotal (€)
Concrete (slab/beam/col/footing)0.001250.00
Rebar (general)0.00kg1.20.00
Steel Sections0.00kg1.450.00
Foundation Rebar (extra)0kg1.250.00
Labor-lump68006800.00
GRAND TOTAL0.00 €

📈 Interactive Charts

Cost Distribution

Materials Quantity

Concrete per Element (m³)

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📅 Ethiopian Calendar Converter

🇪🇹 Ethiopian Date: Meskerem 1, 2017
📅 Gregorian: --

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🌦️ Weather Simulation (Ethiopia)

☀️
24°C | Sunny
💧 Humidity: 45% | 🌬️ Wind: 12 km/h

Realistic simulation based on Ethiopian climate zones. (Mock data, for planning purposes)