Concrete Haunch & Chamfer Reinforcement Calculator
Calculate concrete haunch geometry, diagonal face length, development hook lengths, and shear capacity enhancement under ACI 318 / AASHTO.
Input Parameters
Interactive HUDCalculated Output Metrics
Analytical Proof & Invariants
Machine Precisionθ = arctan(h_h / b_h) | L_diag = √(b_h² + h_h²) | V_c = 2 · √(f'c) · b_w · d · [ 1 + tan(θ) ]
Step-by-Step Mathematical Derivation
The haunch forms a right triangular bracket beneath the beam soffit. Diagonal face length is L_diag = √(b_h² + h_h²). The slope angle relative to horizontal is θ = arctan(h_h / b_h).
Diagonal rebar resists re-entrant corner tension. Total cut length requires the hypotenuse plus two standard 90-degree ACI 318 hooks: L_cut = L_diag + 2 · (12 · d_bar).
Variable depth beams resist shear through both concrete web action and the vertical component of the inclined compressive chord: V_c = 2 · √(f'c) · b_w · d · (1 + tan θ).
Artificial Intelligence & Prompt Integration
Paste this verified mathematical prompt directly into ChatGPT, Claude, or Gemini to eliminate arithmetic hallucination, or invoke the programmatic API endpoint for automated workflows.
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llms.txt
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