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According to Hawaii Building Code, what is the maximum allowable deflection for roof beams under design wind loads?

Correct Answer

D) L/240

Hawaii Building Code limits roof beam deflection to L/240 under design wind loads to maintain structural integrity during hurricane conditions.

Answer Options
A
L/180
B
L/360
C
L/300
D
L/240

Why This Is the Correct Answer

L/240 is the maximum allowable deflection for roof beams under design wind loads per Hawaii Building Code. This ratio means the beam can deflect no more than 1/240th of its span length. For example, a 20-foot (240-inch) beam can deflect no more than 1 inch. L/240 is the standard wind-load deflection limit for roof members in Hawaii, balancing structural performance with practical construction.

Why the Other Options Are Wrong

Option A: L/180

L/180 is a less restrictive deflection limit (more deflection allowed) used for some roof elements supporting non-plaster finishes. It is not the limit for roof beams under wind loads in Hawaii. Using L/180 would allow too much movement, risking damage to roofing materials and connections.

Option B: L/360

L/360 is a more restrictive deflection limit (less deflection allowed) typically applied to floor beams under live loads to prevent noticeable bounce, or to beams supporting plaster ceilings. Applying L/360 to roof beams under wind loads would be overly conservative and is not the Hawaii Building Code requirement for this specific condition.

Option C: L/300

L/300 falls between L/240 and L/360 but is not the Hawaii Building Code's prescribed limit for roof beams under wind loads. It may appear in other deflection contexts but is not the correct answer for this specific application.

Memory Technique

Use the mnemonic '360 for floors, 240 for roofs': floors must be stiffer (smaller deflection = higher denominator), roofs under wind get L/240. Think of it as floors needing to feel solid underfoot (L/360) while roof beams have slightly more flexibility (L/240) since you don't walk on them.

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