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// CODE SNIPPET

R606.12.3.3 Minimum Reinforcement for Masonry Columns

Residential Code 2018 of Kansas > 6 Wall Construction > R606 General Masonry Construction > R606.12 Seismic Requirements > R606.12.3 Seismic Design Category D0 or D1 > R606.12.3.3 Minimum Reinforcement for Masonry Columns
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Lateral ties in masonry columns shall be spaced not more than 8 inches (203 mm) on center and shall be not less than 3/8-inch (9.5 mm) diameter. Lateral ties shall be embedded in grout.

Related Code Sections


R606.12.3.3 Wall Construction, Minimum Reinforcement for Masonry Columns
Lateral ties in masonry columns shall be spaced not more than 8 inches (203 mm) on center and shall be not less than 3 / 8 -inch (9.5 mm) diameter ...
Residential Code 2018 of Kansas > 6 Wall Construction > R606 General Masonry Construction > R606.12 Seismic Requirements > R606.12.3 Seismic Design Category D0 or D1 > R606.12.3.3 Minimum Reinforcement for Masonry Columns
722.2.4.4 Fire and Smoke Protection Features, Columns Built Into Walls
The minimum dimensions of Table 722.2.4 do not apply to a reinforced concrete column that is built into a concrete or masonry wall provided that all ...
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For nonprestressed columns and for prestressed columns with average f pe < 225 psi , area of longitudinal reinforcement shall be at least ...
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10.7 Columns, Reinforcement Detailing
and for prestressed columns with average f pe < 225 psi , the minimum number of longitudinal bars shall be (a), (b), or (c): (a) Three within ...
Building Code Requirements for Structural Concrete of Kansas > 10 Columns > 10.7 Reinforcement Detailing
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