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8.3.1 Transfer to Shear Walls
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Diaphragms have sufficient capacity and are connected for transfer of loads to the shear walls.
For conforming buildings, the evaluator may consider this condition as mitigated, and no calculations are necessary. The deficiency is in the capacity of the connection to transfer shear. Verify the adequacy of the available diaphragm capacity.
Related Code Sections
8.3.1 Seismic Evaluation Procedures for Hospital Buildings, Transfer to Shear Walls
Diaphragms have sufficient capacity and are connected for transfer of loads to the shear walls. For conforming buildings, the evaluator may consider ...
California Administrative Code 2019 > 6 Seismic Evaluation Procedures for Hospital Buildings > 8 Procedures for Connections > 8.3 Shear Transfer > 8.3.1 Transfer to Shear Walls
8.3.1 Seismic Evaluation Procedures for Hospital Buildings, Transfer to Shear Walls
Diaphragms have sufficient capacity and are connected for transfer of loads to the shear walls. For conforming buildings, the evaluator may consider ...
California Administrative Code 2016 > 6 Seismic Evaluation Procedures for Hospital Buildings > 8 Procedures for Connections > 8.3 Shear Transfer > 8.3.1 Transfer to Shear Walls
7.1.4 Seismic Evaluation Procedures for Hospital Buildings, Openings at Shear Walls
is in the length of diaphragm needed to transfer shear to the wall or frame and to provide lateral support for the wall or frame. Procedure for diaphragm shear ...
California Administrative Code 2019 > 6 Seismic Evaluation Procedures for Hospital Buildings > 7 Procedures for Diaphragms > 7.1 Diaphragms > 7.1.4 Openings at Shear Walls
7.1.4 Seismic Evaluation Procedures for Hospital Buildings, Openings at Shear Walls
is in the length of diaphragm needed to transfer shear to the wall or frame and to provide lateral support for the wall or frame. Procedure for diaphragm shear ...
California Administrative Code 2016 > 6 Seismic Evaluation Procedures for Hospital Buildings > 7 Procedures for Diaphragms > 7.1 Diaphragms > 7.1.4 Openings at Shear Walls
A406.3.2 Earthquake Risk Reduction in Wood-Frame Residential Buildings With Soft, Weak or Open Front Walls, Framing Plan Elements
for the column-to-beam connectors, beam-to-wall connections and shear transfers at floor and roof diaphragms; and the required nailing and length for wall top ...
California Existing Building Code 2016 > A4 Earthquake Risk Reduction in Wood-Frame Residential Buildings With Soft, Weak or Open Front Walls > A406 Information Required to Be on the Plans > A406.3 New Construction > A406.3.2 Framing Plan Elements