Civil Engineering Calculators | Construction Tools Posted by Anxioust on September 25, 2025 Get link Facebook X Pinterest Email Other Apps Civil Engineering Calculators | Construction Tools Civil Engineering Calculator Elegant tools for material, geotechnical, structural, and hydraulic calculations in construction projects Material Quantity & Weight Concrete Volume Length (m): Width (m): Height (m): Calculate Concrete Mix Quantities Concrete Volume (m³): Mix Ratio: M5 (1:5:10) M7.5 (1:4:8) M10 (1:3:6) M15 (1:2:4) M20 (1:1.5:3) M25 (1:1:2) Calculate Steel Weight Diameter (mm): Length (m): Quantity: Calculate Aggregate/Sand Bag Estimator Material Volume (m³): Bag Size (kg): Density (kg/m³): Calculate Reinforcement Spacing Slab Area (m²): Bar Diameter (mm): Number of Bars: Calculate Material Weight Volume (m³): Density (kg/m³): Calculate Geotechnical & Earthwork Soil Density Mass (kg): Volume (m³): Calculate Soil Bearing Capacity (Simplified Terzaghi) Cohesion c (kPa): Soil Unit Weight γ (kN/m³): Foundation Depth Df (m): Foundation Width B (m): Nc (Bearing Factor): Nq (Bearing Factor): Nγ (Bearing Factor): Calculate Excavation Volume Length (m): Width (m): Depth (m): Calculate Slope Stability (FOS - Simplified) Cohesion c (kPa): Angle of Friction φ (deg): Unit Weight γ (kN/m³): Slope Height H (m): Slope Angle β (deg): Calculate Retaining Wall Pressure (Active Earth Pressure) Soil Unit Weight γ (kN/m³): Wall Height H (m): Angle of Friction φ (deg): Calculate Soil Compaction (Proctor Density) Maximum Dry Density (kg/m³): Optimum Moisture Content (%): Field Dry Density (kg/m³): Calculate Structural & Hydraulics Simple Load & Reaction (UDL on Simply Supported Beam) Uniform Load w (kN/m): Beam Length L (m): Calculate Beam Deflection (Simply Supported UDL) Uniform Load w (kN/m): Length L (m): Modulus E (GPa): Moment of Inertia I (m⁴): Calculate Darcy-Weisbach Head Loss Friction Factor f: Length L (m): Velocity V (m/s): Diameter D (m): Gravity g (m/s²): Calculate Water Tank Capacity Length (m): Width (m): Height (m): Calculate Comments
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