// CODE SNIPPET
2305.3.6.1 Perforated Shear Wall Segment Width Definition
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The width of a perforated shear wall segment, w, shall be defined as the width of full-height sheathing adjacent to openings in the perforated shear wall [see Figure 2305.3.5(a)].
Related Code Sections
2305.3.6.1 Wood, Perforated Shear Wall Segment Width Definition
The width of a perforated shear wall segment, w , shall be defined as the width of full-height sheathing adjacent to openings in the perforated ...
2010 Building Code of NY > 23 Wood > 2305 General Design Requirements for Lateral-Force-Resisting Systems > 2305.3 Design of Wood Shear Walls > 2305.3.6 Shear Wall Width Definition > 2305.3.6.1 Perforated Shear Wall Segment Width Definition
Section 2302 Wood, Definitions
, perforated. Shear wall segment, perforated.
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Laminated strand lumber (LSL). Laminated veneer ...
2305.3 Wood, Design of Wood Shear Walls
(a)]. The width of a perforated shear wall segment, w , shall be defined as the width of full-height sheathing adjacent to openings ...
2010 Building Code of NY > 23 Wood > 2305 General Design Requirements for Lateral-Force-Resisting Systems > 2305.3 Design of Wood Shear Walls
2305.3.5.1 Wood, Perforated Shear Wall Segment Height Definition
The height of a perforated shear wall segment, h , shall be defined as specified in Section 2305.3.5 for shear walls ...
2010 Building Code of NY > 23 Wood > 2305 General Design Requirements for Lateral-Force-Resisting Systems > 2305.3 Design of Wood Shear Walls > 2305.3.5 Shear Wall Height Definition > 2305.3.5.1 Perforated Shear Wall Segment Height Definition
2305.3.8 Wood, Shear Walls With Openings
with the following: The percentage of full-height sheathing shall be calculated as the sum of the widths of perforated shear wall segments divided ...
2010 Building Code of NY > 23 Wood > 2305 General Design Requirements for Lateral-Force-Resisting Systems > 2305.3 Design of Wood Shear Walls > 2305.3.8 Shear Walls With Openings