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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
18.10.8.2 Earthquake-Resistant Structures,
and be designed to transfer the design shear force from the wall pier into the adjacent wall segments ...
Building Code Requirements for Structural Concrete of California > 18 Earthquake-Resistant Structures > 18.10 Special Structural Walls > 18.10.8 Wall Piers > 18.10.8.2