// CODE SNIPPET
A108.4 Masonry Tension
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Unreinforced masonry shall be assumed to have no tensile capacity.
Related Code Sections
A108.4 Seismic Strengthening Provisions for Unreinforced Masonry Bearing Wall Buildings, Masonry Tension
Unreinforced masonry shall be assumed to have no tensile capacity ...
Existing Building Code 2015 of Idaho > A1 Seismic Strengthening Provisions for Unreinforced Masonry Bearing Wall Buildings > A108 Design Strengths > A108.4 Masonry Tension
A112.2.2 Seismic Strengthening Provisions for Unreinforced Masonry Bearing Wall Buildings, Shear Walls With Openings
and reanalyzed.
Masonry pier tension stress. Unreinforced masonry wall piers need not be analyzed for tension stress.
...
Existing Building Code 2015 of Idaho > A1 Seismic Strengthening Provisions for Unreinforced Masonry Bearing Wall Buildings > A112 Analysis and Design > A112.2 Existing Unreinforced Masonry Walls > A112.2.2 Shear Walls With Openings
A107.5.1 Seismic Strengthening Provisions for Unreinforced Masonry Bearing Wall 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 ...
Existing Building Code 2015 of Idaho > A1 Seismic Strengthening Provisions for Unreinforced Masonry Bearing Wall 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