675 IAC 15-2-14

675 IAC 15-2-14 Design load deflection

Last amended: 2023Year: 2027Length: 53 wordsOfficial source

Cite as Ind. Admin. Code tit. 675, r. 15-2-14

Sec. 14. When a structural assembly is subjected to total design live loads, the deflection for structural framing members shall not exceed the following: Floor L/240 Roof and Ceiling L/180 Headers, Beams, Girders L/180 (Vertical Loads Only) Where L = the clear span between supports or two times the length of a cantilever.
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