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sc-supplementSC State Supplementhard

According to SC building codes, what is the maximum allowable deflection for a residential floor joist with a 16-foot span under live load?

Correct Answer

A) L/360 (0.53 inches)

SC building codes limit residential floor joist deflection to L/360 under live load. For 16 feet: (16×12)/360 = 0.53 inches.

Answer Options
A
L/360 (0.53 inches)
B
L/240 (0.8 inches)
C
L/300 (0.64 inches)
D
L/480 (0.4 inches)

Why This Is the Correct Answer

South Carolina building codes specify L/360 as the maximum allowable deflection for residential floor joists under live load conditions. This is a standard requirement to ensure adequate stiffness and prevent excessive sagging that could cause cracking in finishes or structural issues. For a 16-foot span, the calculation is (16 × 12 inches)/360 = 192/360 = 0.53 inches maximum deflection.

Why the Other Options Are Wrong

Option B: L/240 (0.8 inches)

L/240 (0.8 inches) is too lenient for residential floor joists under live load. This deflection limit is typically used for other structural elements or different load conditions, but SC codes require the more restrictive L/360 limit for floor joists to ensure occupant comfort and prevent damage to finishes.

Option C: L/300 (0.64 inches)

L/300 (0.64 inches) is not the standard specified in SC building codes for residential floor joists. While this would be more restrictive than some alternatives, it's not the actual code requirement. SC codes specifically mandate L/360 for live load deflection of residential floor joists.

Option D: L/480 (0.4 inches)

L/480 (0.4 inches) is overly restrictive and not required by SC building codes for residential floor joists under live load. This extremely tight deflection limit would unnecessarily increase construction costs and material requirements without providing proportional benefits for typical residential applications.

Memory Technique

Remember 'Live at 360' - residential floor joists under LIVE load deflect at L/360. Think of a full circle (360 degrees) representing the complete live load scenario for floors.

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