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[BS] A108.4 Masonry tension

Los Angeles Existing Building Code > A Guidelines for the Seismic Retrofit of Existing Buildings > A108 Design Strengths > A108.4 Masonry tension
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Unreinforced masonry shall be assumed to have no tensile capacity.
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Related Code Sections


A108.4 Guidelines for the Seismic Retrofit of Existing Buildings, Masonry tension
Unreinforced masonry shall be assumed to have no tensile capacity ...
Los Angeles Existing Building Code > A Guidelines for the Seismic Retrofit of Existing Buildings > A108 Design Strengths > A108.4 Masonry tension
A112.2 Guidelines for the Seismic Retrofit of Existing Buildings, Existing unreinforced masonry walls
and reanalyzed. Masonry pier tension stress. Unreinforced masonry wall piers need not be analyzed for tension stress ...
Los Angeles Existing Building Code > A Guidelines for the Seismic Retrofit of Existing Buildings > A112 Analysis and Design > A112.2 Existing unreinforced masonry walls
Section 21.701 Referenced Standards, — Scope
Shear and tension anchors in existing masonry construction shall be tested in accordance with this standard when required by the Uniform Code ...
Los Angeles Existing Building Code > Standards Referenced Standards > 21-7 Tests of Anchors in Unreinforced Masonry Walls > 21.701 — Scope
A107.5.1 Guidelines for the Seismic Retrofit of Existing Buildings, Direct tension testing of existing anchors and new bolts
) relative movement between the existing anchor and the adjacent masonry surface. New embedded tension bolts shall be subject to a direct tension load ...
Los Angeles Existing Building Code > A Guidelines for the Seismic Retrofit of Existing Buildings > A107 Quality Control > A107.5 Tests of anchors in unreinforced masonry walls > A107.5.1 Direct tension testing of existing anchors and new bolts
A403.9.3.1 Earthquake Risk Reduction in Wood-Frame Residential Buildings With Soft, Weak or Open Front Walls, Expansion anchors in tension
Expansion anchors that provide tension strength by friction resistance shall not be used to connect hold-down devices to existing concrete or masonry ...
Los Angeles Existing Building Code > A4 Earthquake Risk Reduction in Wood-Frame Residential Buildings With Soft, Weak or Open Front Walls > A403 Analysis and Design > A403.9 Wood-framed shear walls > A403.9.3 Hold-down connectors > A403.9.3.1 Expansion anchors in tension
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