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4.3.7 Stirrup and Tie Hooks

California Administrative Code 2019 > 6 Seismic Evaluation Procedures for Hospital Buildings > 4 Procedures for Moment-Resisting Systems > 4.3 Concrete Moment Frames > 4.3.7 Stirrup and Tie Hooks
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The beam stirrups and column ties are anchored into the member cores with hooks of 135 degrees or more.

The deficiency is in the shear resistance and confinement of the member. Determine if beam stirrups and column ties are appropriately anchored into member cores with hooks of 135 degrees or more. Conforming buildings which do not meet this criteria shall be placed in SPC 4.

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Related Code Sections


4.3.7 Seismic Evaluation Procedures for Hospital Buildings, Stirrup and tie hooks
The beam stirrups and column ties are anchored into the member cores with hooks of 135 degrees or more. The deficiency is in the shear resistance ...
California Administrative Code 2016 > 6 Seismic Evaluation Procedures for Hospital Buildings > 4 Procedures for Moment-Resisting Systems > 4.3 Concrete moment frames > 4.3.7 Stirrup and tie hooks
4.3.7 Seismic Evaluation Procedures for Hospital Buildings, Stirrup and Tie Hooks
The beam stirrups and column ties are anchored into the member cores with hooks of 135 degrees or more. The deficiency is in the shear resistance ...
California Administrative Code 2019 > 6 Seismic Evaluation Procedures for Hospital Buildings > 4 Procedures for Moment-Resisting Systems > 4.3 Concrete Moment Frames > 4.3.7 Stirrup and Tie Hooks
R606.12.3.5 Wall Construction, Lateral tie anchorage
Standard hooks for lateral tie anchorage shall be either a 135-degree (2.4 rad) standard hook or a 180-degree (3.2 rad) standard hook ...
California Residential Code 2016 > 6 Wall Construction > R606 General Masonry Construction > R606.12 Seismic requirements > R606.12.3 Seismic Design Category D0 or D1 > R606.12.3.5 Lateral tie anchorage
R606.12.3.5 Wall Construction, Lateral tie anchorage
Standard hooks for lateral tie anchorage shall be either a 135-degree (2.4 rad) standard hook or a 180-degree (3.2 rad) standard hook ...
California Residential Code 2019 > 6 Wall Construction > R606 General Masonry Construction > R606.12 Seismic requirements > R606.12.3 Seismic Design Category D0 or D1 > R606.12.3.5 Lateral tie anchorage
722.2.4.3 Fire and Smoke Protection Features, Tie and spiral reinforcement
reinforcement shall comply with the following: The free ends of rectangular ties shall terminate with a 135-degree (2.4 rad) standard tie hook. The free ends ...
California Building Code 2019 (Vol 1 & 2) > 7 Fire and Smoke Protection Features > 722 Calculated Fire Resistance > 722.2 Concrete assemblies > 722.2.4 Concrete columns > 722.2.4.3 Tie and spiral reinforcement
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