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Aluminum Tube Deflection Calculator

Cantilever Beam Deflection Formula:

\[ \delta = \frac{P L^3}{3 E I} \]

N
m
Pa
m⁴

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1. What is the Cantilever Beam Deflection Formula?

The cantilever beam deflection formula calculates the maximum deflection at the free end of a beam fixed at one end with a point load applied at the free end. This is particularly useful for aluminum tube applications in engineering and construction.

2. How Does the Calculator Work?

The calculator uses the cantilever beam deflection formula:

\[ \delta = \frac{P L^3}{3 E I} \]

Where:

Explanation: The formula shows that deflection increases with the cube of length and directly with load, while it decreases with increasing material stiffness (E) and cross-sectional stiffness (I).

3. Importance of Deflection Calculation

Details: Accurate deflection calculation is crucial for structural design, ensuring that aluminum tubes and beams will not deform excessively under expected loads, which is essential for safety and functionality.

4. Using the Calculator

Tips: Enter point load in newtons, length in meters, modulus of elasticity in pascals (default is 6.9×10¹⁰ Pa for aluminum), and moment of inertia in meters to the fourth power. All values must be positive.

5. Frequently Asked Questions (FAQ)

Q1: What is the typical modulus of elasticity for aluminum?
A: For most aluminum alloys, E is approximately 69 GPa or 6.9×10¹⁰ Pa.

Q2: How do I calculate moment of inertia for a tube?
A: For a circular tube, I = π(do⁴ - di⁴)/64, where do is outer diameter and di is inner diameter.

Q3: Does this formula account for distributed loads?
A: No, this formula is specifically for a point load at the free end. Different formulas apply for distributed loads.

Q4: What are acceptable deflection limits?
A: Deflection limits vary by application but are often limited to L/240 to L/360 for structural members.

Q5: Does this work for materials other than aluminum?
A: Yes, the formula works for any homogeneous, isotropic material as long as you use the correct modulus of elasticity.

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