// CODE SNIPPET
11.5.5 Out-Of-Plane Shear
Related Code Sections
11.5.5 Walls, Out-Of-Plane Shear
V n shall be calculated in accordance with 22.5 ...
Building Code Requirements for Structural Concrete of New York State > 11 Walls > 11.5 Design Strength > 11.5.5 Out-Of-Plane Shear
11.4.3 Walls, Factored Shear
Walls shall be designed for the maximum in-plane V u and out-of-plane V u ...
Building Code Requirements for Structural Concrete of New York State > 11 Walls > 11.4 Required Strength > 11.4.3 Factored Shear
2305.3.8.2.5 Wood, Anchorage for In-Plane Shear
The unit shear force, v , transmitted into the top of a perforated shear wall, out of the base of the perforated shear wall at full height sheathing ...
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 > 2305.3.8.2 Perforated Shear Walls > 2305.3.8.2.5 Anchorage for In-Plane Shear
A206.9 Earthquake Hazard Reduction in Existing Reinforced Concrete and Reinforced Masonry Wall Buildings With Flexible Diaphragms, Interior Walls
-of-plane forces per Sections A206.1 and A206.3. Walls extending through the roof diaphragm shall be anchored for out-of-plane forces on both sides ...
2010 Existing Building Code of NY > A2 Earthquake Hazard Reduction in Existing Reinforced Concrete and Reinforced Masonry Wall Buildings With Flexible Diaphragms > A206 Analysis and Design > A206.9 Interior Walls