🔩 Section Properties

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

📐 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 m²
Provided Area: 10.24 m²
Concrete Volume: 6.66 m³
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 Price (ETB)Total (ETB)
Concrete (slab/beam/col/footing)0.00m³9,500.000.00
Rebar (general)0.00kg110.000.00
Steel Sections0.00kg150.000.00
Foundation Rebar (extra)0kg110.000.00
Labor-lump185,000.000.00
GRAND TOTAL0.00 ETB

📈 Interactive Charts

Cost Distribution

Materials Quantity

Concrete per Element (m³)

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📅 Ethiopian Calendar Converter

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

Ethiopian calendar: 12 months of 30 days + Pagumē (5/6 days). Year offset ~7-8 years.

🌦️ Weather Simulation (Ethiopia)

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

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