Shear Resistance of an RC Beam — Interactive Calculator
Enter beam and reinforcement data. Results show intermediate calculations (units shown). Based on typical IRC and Eurocode-like design equations illustrated in your example.
🏗️ RCC Beam Shear Design Calculator – User Guide
📌 Introduction
This tool is used to perform shear design checks for reinforced concrete (RCC) beams based on applied loads and provided shear reinforcement.
The calculator helps you:
- Compute shear forces at critical sections
- Check concrete shear capacity
- Evaluate shear resistance of stirrups
- Determine strut angle (θ)
- Calculate additional longitudinal tension
- Assess overall shear safety
⚙️ Step 1: Input Beam & Material Properties
📐 Geometry Inputs
- bw – Beam width (mm)
- d – Effective depth (mm)
- L – Span length (m)
- bsupp – Support width (m)
🧱 Material Properties
- fck – Characteristic compressive strength of concrete (N/mm²)
- fyk – Yield strength of steel (N/mm²)
🔩 Step 2: Input Shear Reinforcement Details
- Stirrup Diameter (Ø) – Bar size in mm
- Number of Legs – Usually 2 or 4
- Area of Bar (Abar) – Optional (auto-calculated if not provided)
- Spacing (s) – Distance between stirrups (mm)
The tool calculates:
Asw = Number of legs × Area of one bar
📉 Step 3: Input Loading Details
- wu – Ultimate uniformly distributed load (kN/m)
The tool automatically computes:
- Total load
- Support reactions
- Shear at support face
- Shear at distance d from face
▶️ Step 4: Run the Calculation
Click the Calculate button to perform the analysis.
The tool executes:
- Shear force calculations
- Concrete crushing check
- Strut angle (θ) determination
- Shear capacity of stirrups
- Final safety verification
📊 Step 5: Shear Force Calculations
The following are computed:
- Total Load: wu × L
- Reaction: (wu × L) / 2
- Shear at face: VEf
- Shear at distance d: VEd
🧱 Step 6: Concrete Shear Capacity Check
The maximum shear capacity of concrete is:
VRd,max = C × bw × d × (1 − fck/250) × fck
- Check performed at θ = 22° and θ = 45°
- Ensures concrete does not fail in crushing
📐 Step 7: Strut Angle (θ) Calculation
Angle θ is calculated using:
θ = 0.5 × sin⁻¹ (VEf / VRd,max)
This determines internal stress flow direction.
🔗 Step 8: Shear Resistance of Stirrups
Shear capacity provided by reinforcement:
VRd,s = (Asw / s) × 0.78 × fyk × d × cotθ
- Compared against VEd
- Ensures reinforcement is sufficient
📈 Step 9: Additional Longitudinal Force
Additional tensile force:
ΔFtd = 0.5 × VEd × cotθ
This must be properly anchored in design.
📊 Step 10: Final Results & Interpretation
The tool provides:
- Shear forces at key locations
- Concrete capacity check (OK / NOT OK)
- Shear reinforcement capacity
- Strut angle θ
- Final safety status (SAFE / UNSAFE)
⚠️ Input Validation Rules
- All inputs must be positive numbers
- Spacing must be non-zero
- Material strengths must be valid
- Geometry values must be realistic
📐 Engineering Significance
- Shear Design → Prevents brittle failure
- Stirrups → Provide ductility and safety
- Strut Angle → Governs internal force path
- Concrete Check → Ensures crushing does not occur
💡 Practical Tips
- Use appropriate stirrup spacing for safety
- Avoid very high shear stress near supports
- Ensure proper anchorage of reinforcement
- Follow design codes (IS 456 / Eurocode)
- Always verify with detailed structural design
🖨️ Additional Features
- Print – Generate printable design report
- Reset – Clear all inputs and restart
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