Wood Beam Deflection Equation:
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The wood beam deflection equation calculates how much a beam will bend under a uniform load. This is important for structural engineering to ensure beams don't deflect beyond acceptable limits.
The calculator uses the deflection equation:
Where:
Explanation: The equation shows that deflection increases with higher loads and longer spans, and decreases with stiffer materials (higher E) and larger cross-sections (higher I).
Details: Calculating deflection is crucial for structural integrity and serviceability. Excessive deflection can cause cracking, poor drainage, or uncomfortable vibrations.
Tips: Enter all values in the specified units. The uniform load should include all dead and live loads. Typical E values for wood range from 1,000,000 to 1,800,000 psi.
Q1: What is an acceptable deflection limit?
A: Typically L/360 for floors and L/240 for roofs under total load, where L is the span length.
Q2: Does this equation work for point loads?
A: No, this is for uniform loads only. Point loads require a different equation.
Q3: Where can I find moment of inertia values?
A: I values are available in engineering tables for standard wood sizes or can be calculated for custom shapes.
Q4: How does moisture affect the calculation?
A: Wet wood has lower E values. Use appropriate values for the expected moisture content.
Q5: What about composite beams?
A: For built-up or composite beams, use transformed section properties to calculate effective I.