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A406.3.2.1 Allowable Nail Slip Values
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The use of box nails and unseasoned lumber are permitted to be assumed. When the required drift calculations of Section A403.11.2.1 rely on the slip values for common nails or surfaced dry lumber, their use in construction shall be verified by exposure. The design value of the box nails shall be assumed to be similar to that of common nails having the same diameter. Verification of surfaced dry lumber shall be by identification conforming to the building code.
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A406.3.2.1 Earthquake Hazard Reduction in Existing Woodframe Residential Buildings With Soft, Weak or Openfront Walls, Allowable Nail Slip Values
The use of box nails and unseasoned lumber are permitted to be assumed. When the required drift calculations of Section A403.11.2.1 rely on the slip ...
Existing Building Code 2009 of Pennsylvania > A4 Earthquake Hazard Reduction in Existing Woodframe Residential Buildings With Soft, Weak or Openfront Walls > A406 Materials of Construction > A406.3 Existing Materials > A406.3.2 Wood-Structural-Panel Shear Walls > A406.3.2.1 Allowable Nail Slip Values
A405.3.1.1 Earthquake Risk Reduction in Wood-Frame Residential Buildings With Soft, Weak or Open Front Walls, Existing Nails
When the required calculations rely on design values for common nails or surfaced dry lumber, their use in construction shall be verified by exposure ...
Existing Building Code 2015 of Pennsylvania > A4 Earthquake Risk Reduction in Wood-Frame Residential Buildings With Soft, Weak or Open Front Walls > A405 Materials of Construction > A405.3 Existing Materials > A405.3.1 Wood-Structural-Panel Shear Walls > A405.3.1.1 Existing Nails
Section 2306 Wood, Allowable Stress Design
panel siding, the nominal panel thickness is the thickness of the panel measured at the point of nailing.
Allowable shear values are permitted ...
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TABLE 2306.5 ALLOWABLE SHEAR FOR PARTICLEBOARD SHEAR WALL SHEATHING b
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Building Code 2009 of Pennsylvania > 23 Wood > 2306 Allowable Stress Design > 2306.5 Particleboard Shear Walls
2306.2 Wood, Wood Diaphragms
) and multiply value by 0.82 for species with specific gravity of 0.42 or greater, or 0.65 for all other species. (3) For nails find shear value from table ...
Building Code 2009 of Pennsylvania > 23 Wood > 2306 Allowable Stress Design > 2306.2 Wood Diaphragms