Cantilever Beam Deflection Formula:
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Cantilever beam deflection refers to the displacement of a beam's free end when subjected to a load. The formula δ = PL³/(3EI) calculates the maximum deflection at the free end of a cantilever beam with a point load at the end.
The calculator uses the cantilever deflection formula:
Where:
Explanation: This formula calculates the maximum deflection at the free end of a cantilever beam subjected to a point load at its free end.
Details: Deflection calculations are crucial in structural engineering to ensure beams and structures meet serviceability requirements and don't deflect beyond acceptable limits.
Tips: Enter load in Newtons, length in meters, modulus of elasticity in Pascals, and moment of inertia in meters to the fourth power. All values must be positive.
Q1: What is a cantilever beam?
A: A cantilever beam is a structural element fixed at one end and free at the other, commonly used in construction and mechanical applications.
Q2: What affects beam deflection the most?
A: Length has the greatest effect as deflection is proportional to the cube of the length (L³). Material stiffness (E) and cross-section properties (I) also significantly affect deflection.
Q3: What are typical deflection limits?
A: Deflection limits vary by application but are typically L/240 to L/360 for floor beams and L/180 to L/240 for roof beams, where L is the span length.
Q4: Does this formula work for distributed loads?
A: No, this specific formula is for a point load at the free end. Different formulas exist for distributed loads or loads at other positions.
Q5: What materials have high modulus of elasticity?
A: Steel has a high modulus (around 200 GPa), concrete is lower (20-30 GPa), while aluminum is intermediate (69 GPa). Higher modulus materials deflect less under the same load.