What is The Physics of JoistDeflection?
The technical foundation and mathematics behind the JoistDeflectionCalc tool.
Mathematical Foundation
Core Equation
= Maximum mid-span physical deflection sag (Inches).
= Uniformly distributed line load across the entire joist (Pounds per Linear Inch).
= Total unsupported clear span of the joist (Inches).
= Modulus of Elasticity (wood stiffness multiplier) and Moment of Inertia (geometric shape strength).
Laws & Principles
- Because the span length (L) is mathematically raised to the 4th power, span dictates catastrophic failure more than any other factor. Doubling a floor span doesn't double the sag; it multiplies the deflection by sixteen times.
- The International Residential Code (IRC) strictly limits live-load floor deflection to L/360. A 15-foot span mathematically cannot sag more than a half-inch before drywall cracks and tile pops.
Step-by-Step Example Walkthrough
" A 14-foot Douglas Fir simply-supported 2x10 joist (E=1,600,000 psi, I=53.8 in⁴) carries a 50 PLF live+dead load. "
- 1. Convert load to PLI: 50 PLF / 12 = 4.167 Pounds per Linear Inch.
- 2. Convert span to inches: 14 feet * 12 = 168 Inches.
- 3. Calculate the span to the 4th power: 168^4 = 796,594,176.
- 4. Calculate numerator: 5 * 4.167 * 796,594,176 = 1.659 × 10¹⁰.
- 5. Calculate denominator: 384 * 1,600,000 * 53.8 = 3.305 × 10¹⁰.
- 6. Divide to find absolute sag: 1.659 / 3.305 = 0.502 inches.
Final Result: 0.502" Sag (Fails L/360 Code)