Deflection Equation:
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Beam deflection calculation determines the vertical displacement of a beam under load. The equation provided calculates deflection at any point x along a simply supported beam with uniform distributed load.
The calculator uses the beam deflection equation:
Where:
Explanation: This equation calculates the deflection at any point along a simply supported beam carrying a uniformly distributed load.
Details: Deflection calculations are crucial for structural design to ensure beams don't deflect excessively, which could cause serviceability issues or structural failure.
Tips: Enter all values in consistent units. Ensure x ≤ L. All values must be positive. Moment of inertia is typically very small (e.g., 10⁻⁶ to 10⁻⁸ m⁴ for typical beams).
Q1: What types of beams does this equation apply to?
A: This equation applies to simply supported beams with uniform distributed load across the entire span.
Q2: Where is maximum deflection located?
A: For uniform load on simply supported beams, maximum deflection occurs at the center (x = L/2).
Q3: What are typical modulus of elasticity values?
A: Steel: ~200 GPa, Concrete: ~20-30 GPa, Wood: ~8-14 GPa depending on species and grade.
Q4: How do I calculate moment of inertia?
A: Moment of inertia depends on cross-sectional shape. For rectangular sections: I = b·h³/12, where b = width, h = height.
Q5: What are acceptable deflection limits?
A: Typically L/360 for live loads and L/240 for total loads in building design, but check local building codes.