When installing floor joists in California residential construction, what is the maximum allowable deflection under live load according to the CRC?
Correct Answer
D) L/360
CRC Section R301.7 and Table R301.7 specify that floor joists must not deflect more than L/360 under live load, where L is the span length. This stringent requirement ensures adequate stiffness for floor systems and prevents excessive deflection that could cause cracking in finishes or structural issues.
Why This Is the Correct Answer
CRC Section R301.7 and Table R301.7 establish L/360 as the maximum allowable live load deflection for floor joists. The L/360 limit ensures floors are stiff enough to avoid bounce, cracking of finishes, and occupant discomfort. For a 15-foot span, this allows just 1/2 inch of deflection under live load.
Why the Other Options Are Wrong
Option A: L/300
L/300 is less stringent than the code requirement for floors. It is sometimes used for roof members but does not meet the stricter floor standard of L/360. Applying L/300 to floors would allow too much deflection.
Option B: L/180
L/180 is the least restrictive value and applies to roof rafters supporting no finished ceiling. It is far too lenient for floor systems and would result in an unacceptably bouncy floor.
Option C: L/240
L/240 applies to roof rafters with finished ceiling or some wall assemblies. It is more restrictive than L/180 but still not as strict as the L/360 required for floor joists under live load.
Memory Technique
Use the mnemonic 'Floors need more, so 360.' The higher the denominator, the smaller the allowed deflection β floors require the greatest stiffness, so they get the highest denominator (360). Think: 'Floors = 360 degrees = full circle of stiffness.'
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