675 Ind. Admin. Code 15-2-14

Current through January 8, 2025
Section 675 IAC 15-2-14 - Design load deflection

Authority: IC 22-13-2-13

Affected: IC 22-12; IC 22-13; IC 22-14; IC 22-15

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.

675 IAC 15-2-14

Fire Prevention and Building Safety Commission; 675 IAC 15-2-14; filed Mar 25, 1986, 1:44 pm: 9 IR 1984, eff Jun 15, 1986; readopted filed Nov 29, 2001, 12:21 p.m.: 25 IR 1306; readopted filed Sep 21, 2007, 9:20 a.m.: 20071010-IR-675070388RFA; readopted filed Oct 10, 2007, 9:16 a.m: 20071031-IR-675070388RFA; readopted filed Aug 4, 2011, 8:35 a.m.: 20110831-IR-675110254RFA
Readopted filed 3/10/2017, 9:37 a.m.: 20170405-IR-675170005RFA
Readopted filed 5/11/2023, 2:22 p.m.: 20230607-IR-675230104RFA