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Cantilever beam - Concentrated load P at free end Calculator













Cantilever Beam - Concentrated Load \( P \) at Free End


A cantilever beam is a structural element fixed at one end and free at the other. When a concentrated load \( P \) is applied at the free end, it induces shear force, bending moment, and deflection along the beam. This is a common loading condition that results in the maximum possible deflection and bending moment at the fixed support.

Key Concepts

  • Concentrated Load \( P \): A single force applied at the free end of the beam, measured in units of force (e.g., N or lb).
  • Fixed End: The end rigidly attached to a support, resisting both rotation and translation.
  • Free End: The unsupported end where the load is applied, experiencing the maximum deflection.
  • Shear Force: Constant along the entire length of the beam.
  • Bending Moment: Varies linearly along the beam, reaching its maximum at the fixed end.
  • Deflection: Maximum at the free end, causing the beam to bend downward.

Behavior of the Cantilever Beam


  1. Reaction Forces:
    • At the fixed end, the beam generates a reaction force \( R_A = P \) to balance the external load.
    • A reaction moment \( M_A = P \cdot L \) is developed, where \( L \) is the length of the beam.
  2. Shear Force Diagram:
    • The shear force remains constant and equal to \( P \) throughout the entire beam.
  3. Bending Moment Diagram:
    • The bending moment varies linearly from zero at the free end to a maximum of \( M_A = P \cdot L \) at the fixed end.
  4. Deflection: Maximum at the free end, calculated using the formula: \[ \delta_{\text{max}} = \frac{P L^3}{3EI} \] where \( E \) is the modulus of elasticity and \( I \) is the moment of inertia of the beam cross-section.

Applications


  • Structural Engineering: Common in overhanging balconies, diving boards, and cantilevered beams in buildings.
  • Mechanical Systems: Used in robotic arms, levers, and crane booms.
  • Construction: Helps determine the deflection and bending moment for designing safe cantilever structures.

Formula

Deflection \(y\) \(y_{AB} = \frac{6EI}{-P} (3Lx^2 - x^3)\) \(y_{MAx} = y_B = -\frac{PL^3}{3EI}\)
Slope \(\theta\) \(\theta_{AB} = -\frac{P}{2EI} (2Lx - x^2)\) \(\theta_{MAx} = \theta_B = -\frac{PL^2}{2EI}\)
Moment \(M\) \(M_{AB} = -P(L - x)\) \(M_{MAx} = M_A = -PL\)
Shear \(V\) \(V_{AB} = V_A = V_B = P\)
Reactions \(R\) \(R_A = P\)

Definitions

Symbol Physical quantity Units
E·I Flexural rigidity N·m², Pa·m⁴
y Deflection or deformation m
θ Slope, Angle of rotation -
x Distance from support (origin) m
L Length of beam (without overhang) m
M Moment, Bending moment, Couple moment applied N·m
P Concentrated load, Point load, Concentrated force N
w Distributed load, Load per unit length N/m
R Reaction load, reaction force N
V Shear force, shear N
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