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8.2.6 Panel-Diaphragm Connections

California Administrative Code 2019 > 6 Seismic Evaluation Procedures for Hospital Buildings > 8 Procedures for Connections > 8.2 Anchorage for Normal Forces > 8.2.6 Panel-Diaphragm Connections

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There are at least two anchors from each precast wall panel into the diaphragm elements.

For conforming buildings, the evaluator may consider this condition as mitigated, and no calculations are necessary. The deficiency is in the number of anchors. Report this condition as a deficiency.

Related Code Sections

8.2.6 Seismic Evaluation Procedures for Hospital Buildings, Panel-Diaphragm Connections

There are at least two anchors from each precast wall panel into the diaphragm elements. For conforming buildings, the evaluator may consider ...

California Administrative Code 2019 > 6 Seismic Evaluation Procedures for Hospital Buildings > 8 Procedures for Connections > 8.2 Anchorage for Normal Forces > 8.2.6 Panel-Diaphragm Connections

8.2.6 Seismic Evaluation Procedures for Hospital Buildings, Panel-Diaphragm Connections

There are at least two anchors from each precast wall panel into the diaphragm elements. For conforming buildings, the evaluator may consider ...

California Administrative Code 2016 > 6 Seismic Evaluation Procedures for Hospital Buildings > 8 Procedures for Connections > 8.2 Anchorage for Normal Forces > 8.2.6 Panel-Diaphragm Connections

5.2 Seismic Evaluation Procedures for Hospital Buildings, Precast Concrete Shear Walls

level forces may not be capable of developing the yield level capacity of the panels. The effects of the precast panel connections on the other ...

California Administrative Code 2016 > 6 Seismic Evaluation Procedures for Hospital Buildings > 5 Procedures for Shear Walls > 5.2 Precast Concrete Shear Walls

1613A.5.1 Structural Design, Transfer of Anchorage Forces Into Diaphragm

ties or struts between diaphragm chords to distribute these anchorage forces into the diaphragms. Diaphragm connections shall be positive, mechanical ...

California Building Code 2016 (Vol 1 & 2) > 16A Structural Design > 1613A Earthquake Loads > 1613A.5 Amendments to ASCE 7 > 1613A.5.1 Transfer of Anchorage Forces Into Diaphragm

1613.5.1 Structural Design, Transfer of Anchorage Forces Into Diaphragm

ties or struts between diaphragm chords to distribute these anchorage forces into the diaphragms. Diaphragm connections shall be positive, mechanical ...

California Building Code 2016 (Vol 1 & 2) > 16 Structural Design > 1613 Earthquake Loads > 1613.5 Amendments to ASCE 7 > 1613.5.1 Transfer of Anchorage Forces Into Diaphragm

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