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Square Tubing Load Capacity Calculator

Maximum Load Formula:

\[ P_{max} = \frac{\sigma_{allow} \times I}{c \times (L/4)} \]

Pa
m⁴
m
m

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1. What is the Square Tubing Load Capacity Calculation?

The square tubing load capacity calculation determines the maximum load a simply supported square tube beam can safely carry when loaded at its center point, based on bending stress limitations.

2. How Does the Calculator Work?

The calculator uses the bending stress formula:

\[ P_{max} = \frac{\sigma_{allow} \times I}{c \times (L/4)} \]

Where:

Explanation: This formula calculates the maximum center point load that a simply supported beam can carry without exceeding the allowable bending stress.

3. Importance of Load Capacity Calculation

Details: Accurate load capacity calculation is crucial for structural design, ensuring safety factors are maintained, and preventing structural failure in applications using square tubing as beams.

4. Using the Calculator

Tips: Enter allowable stress in Pascals, moment of inertia in meters to the fourth power, distance to extreme fiber in meters, and length in meters. All values must be positive.

5. Frequently Asked Questions (FAQ)

Q1: What is the safety factor in this calculation?
A: The safety factor is incorporated in the allowable stress value, which should already account for appropriate safety margins.

Q2: Does this calculation consider deflection limits?
A: No, this calculation only considers bending stress. Deflection should be checked separately for complete design validation.

Q3: Can this be used for other beam shapes?
A: While the formula is general, the moment of inertia and distance to extreme fiber values are specific to square tubing cross-sections.

Q4: What about distributed loads vs point loads?
A: This calculation is specifically for a center point load. Different formulas apply for distributed or off-center loads.

Q5: Are there other failure modes to consider?
A: Yes, besides bending stress, you should also check for shear stress, buckling, and local crushing at support points.

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