R602.10.1 Braced wall lines.
R602.10.2 Intermittent braced wall panel construction methods.
R602.10.3 Minimum length of braced panels.
R602.10.4 Continuous sheathing.
R602.10.5 Continuously-sheathed braced wall line using Method CS-SFB (structural fiberboard sheathing).
R602.10.6 Braced wall panel connections.
R602.10.7 Braced wall panel support.
R602.10.8 Panel joints.
R602.10.9 Cripple wall bracing.
R602.10.2 Intermittent braced wall panel construction methods.
R602.10.3 Minimum length of braced panels.
R602.10.4 Continuous sheathing.
R602.10.5 Continuously-sheathed braced wall line using Method CS-SFB (structural fiberboard sheathing).
R602.10.6 Braced wall panel connections.
R602.10.7 Braced wall panel support.
R602.10.8 Panel joints.
R602.10.9 Cripple wall bracing.
- R602.10.3 Minimum length of braced panels.
Exceptions:
- 1. Lengths of braced wall panels for continuous sheathing methods shall be in accordance with Table R602.10.4.2.
- 2. Lengths of Method ABW panels shall be in accordance with Sections R602.10.3.2.
- 3. Length of Methods PFH and PFG panels shall be in accordance with Section R602.10.3.3 and R602.10.3.4 respectively.
- 4. For Methods DWB, WSP, SFB, PBS, PCP and HPS in Seismic Design Categories A, B, and C: Panels between 36 inches (914 mm) and 48 inches (1219 mm) in length shall be permitted to count towards the required length of bracing in Tables R602.10.1.2(1) and R602.10.1.2(2), and the effective contribution shall comply with Table R602.10.3.
TABLE R602.10.3 EFFECTIVE LENGTHS FOR BRACED WALL PANELS LESS THAN 48 INCHES IN ACTUAL LENGTH (BRACE METHODS DWB, WSP, SFB, PBS, PCP AND HPSa)
ACTUAL LENGTH OF BRACED WALL PANEL
(inches)EFFECTIVE LENGTH OF BRACED WALL PANEL
(inches)8-foot Wall Height 9-foot Wall Height 10-foot Wall Height 48
42
3648
36
2748
36
N/A48
N/A
N/A
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm.
a. Interpolation shall be permitted.

