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Two-Hinged Parabolic Arches Overview

Aug 14, 2025

Overview

This lecture introduces two-hinged parabolic arches, explains their structural analysis, and provides essential formulas and cases to determine the horizontal thrust (H).

Introduction to Two-Hinged Parabolic Arches

  • Two-hinged arches are indeterminate structures because they have more unknown reactions than equilibrium equations.
  • The arch consists of two hinges (supports) and typically looks like a curved beam between points A and B with a crown at point C.
  • The span (L) is the horizontal distance between hinges, and the rise (h) is the vertical height at the crown.

Structural Analysis and Forces

  • Indeterminate structures cannot be analyzed by equilibrium alone; extra equations are required.
  • Each hinge provides two reaction components, making four reactions in total, but only three equilibrium equations are available.
  • The horizontal thrust (H) acts inward at both supports to resist opening due to applied loads.

Important Formulas

  • The actual bending moment at a section X is: Mx = M - H * y (where M is the beam moment and y is the vertical coordinate).
  • The key formula for horizontal thrust is:
    H = ∫(M₀y dx) / ∫(y² dx),
    where M₀ = moment if the arch were a simply supported beam.
  • For a parabolic arch, y = 4h/L² × (Lx - x²).
  • Always use the integration formula for H in exams for full marks. Only use shortcut formulas to check your answer.

Specific Loading Cases & Shortcut Formulas

  • Concentrated load W at crown: H = (25/128) × (WL/h)
  • Uniformly distributed load (UDL) W on left half: H = (WL²)/(16h)
  • UDL W over entire span: H = (WL²)/(8h)
  • UDL W over distance a from the left:
    H = [Wa²/(16h³)] × [5L³ - 5L²a + 2a³]

Key Terms & Definitions

  • Indeterminate Structure — A structure with more unknown reactions than equilibrium equations.
  • Span (L) — Horizontal distance between the two hinges of the arch.
  • Rise (h) — Vertical height from the base to the crown of the arch.
  • Horizontal Thrust (H) — Inward force at the supports of an arch required to maintain equilibrium.

Action Items / Next Steps

  • Practice applying H = ∫(M₀y dx) / ∫(y² dx) for different loading scenarios.
  • Remember shortcut formulas only for answer checking, not for primary calculations in exams.