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Simple beam - Uniformly distributed load Calculator













Simple Beam - Uniformly Distributed Load


A simple beam is supported at both ends, with a uniformly distributed load (UDL) applied over its entire length. This type of loading is common in structural and mechanical applications, where loads such as self-weight, snow, or evenly distributed forces act along the beam's span.

Key Concepts

  • Simple Beam: A beam with supports at both ends, allowing rotation but preventing vertical displacement.
  • Uniformly Distributed Load (UDL): A constant load applied per unit length along the entire span of the beam.
  • Shear Force: The shear force varies linearly along the beam, with maximum values at the supports.
  • Bending Moment: The bending moment is parabolic, reaching its maximum at the center of the beam.
  • Deflection: The deflection is greatest at the center, forming a symmetric curve along the beam.

Behavior of the Simple Beam


  1. Reaction Forces:
    • The total equivalent force of the UDL is its intensity multiplied by the beam length.
    • The reactions at the supports are equal, each carrying half of the total load.
  2. Shear Force Diagram:
    • The shear force decreases linearly from one support to the other.
    • The maximum shear force occurs at the supports and is equal to half the total applied load.
  3. Bending Moment Diagram:
    • The bending moment follows a parabolic shape, with a maximum at the center.
    • The maximum bending moment is given by \( M_{\text{max}} = \frac{wL^2}{8} \), where \( w \) is the load intensity and \( L \) is the beam length.
  4. Deflection: The maximum deflection occurs at the center and is given by: \[ \delta_{\text{max}} = \frac{5wL^4}{384EI} \] where \( E \) is the modulus of elasticity and \( I \) is the moment of inertia of the beam cross-section.

Applications


  • Structural Engineering: Used in floor beams, bridge spans, and roofing structures subject to uniform loads.
  • Mechanical Systems: Found in conveyor belts, machine frames, and automotive chassis designs.
  • Construction: Relevant for analyzing beams in buildings that carry uniform loads such as flooring, ceilings, or distributed equipment weight.

Formula

Quantity Formula Notes
Deflection \(y_{AB}\) \(-\frac{w_0 x}{24EI} \left(L^3 - 2Lx^2 + x^3 \right)\)
Maximum Deflection \(y_{\text{MAX}}\) \(-\frac{5w_0 L^4}{384EI}\) At \(x = \frac{L}{2}\)
Slope \(\theta_{AB}\) \(-\frac{w_0}{24EI} \left(L^3 - 6Lx^2 + 4x^3 \right)\)
Maximum Slope \(\theta_A = -\theta_B\) \(-\frac{w_0 L^3}{24EI}\)
Moment \(M_{AB}\) \(\frac{w_0 x}{2} \left(L - x \right)\)
Maximum Moment \(M_{\text{MAX}}\) \(\frac{w_0 L^2}{8}\) At \(x = \frac{L}{2}\)
Shear \(V_{AB}\) \(\frac{w_0}{2} \left(L - 2x \right)\)
Reactions \(R_A = R_B\) \(\frac{w_0 L}{2}\)

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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