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10.1.2.2 Cladding Panels in Moment Frame Buildings
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For moment frame buildings of steel or concrete, panels are isolated from the structural frame to absorb predicted interstory drift without collapse.
For conforming buildings, the evaluator may consider this condition as mitigated, and no calculations are necessary. Check the ability of the cladding panels and their connections to tolerate the story drift computed in Section 2.4.4 without an anchorage failure.
Related Code Sections
10.1.2.2 Seismic Evaluation Procedures for Hospital Buildings, Cladding Panels in Moment Frame Buildings
For moment frame buildings of steel or concrete, panels are isolated from the structural frame to absorb predicted interstory drift without collapse ...
California Administrative Code 2019 > 6 Seismic Evaluation Procedures for Hospital Buildings > 10 Evaluation of Elements That Are Not Part of the Lateral-Force-Resisting System > 10.1 Nonstructural Walls > 10.1.2 Cladding and Veneer > 10.1.2.2 Cladding Panels in Moment Frame Buildings
10.1.2.2 Seismic Evaluation Procedures for Hospital Buildings, Cladding Panels in Moment Frame Buildings
For moment frame buildings of steel or concrete, panels are isolated from the structural frame to absorb predicted interstory drift without collapse ...
California Administrative Code 2016 > 6 Seismic Evaluation Procedures for Hospital Buildings > 10 Evaluation of Elements That Are Not Part of the Lateral-Force-Resisting System > 10.1 Nonstructural Walls > 10.1.2 Cladding and Veneer > 10.1.2.2 Cladding Panels in Moment Frame Buildings
Seismic Evaluation Procedures for Hospital Buildings, Appendix General Sets of Evaluation Statements
CLADDING PANELS IN MOMENT FRAME BUILDINGS: For moment frame buildings of steel or concrete, panels are isolated from the structural frame ...
California Administrative Code 2019 > 6 Seismic Evaluation Procedures for Hospital Buildings > Appendix General Sets of Evaluation Statements
Appendix General Sets of Evaluation Statements
for every 2 2 / 3 square feet. (Section 10.1.2.1) T F NA CLADDING PANELS IN MOMENT FRAME BUILDINGS: For moment frame buildings of steel ...
Article 10 Seismic Evaluation Procedures for Hospital Buildings, Evaluation of Elements That Are Not Part of the Lateral-Force-Resisting System
are necessary. Exterior wall panels or cladding can fall if their connections to the building frames have insufficient strength and/or ductility ...
California Administrative Code 2016 > 6 Seismic Evaluation Procedures for Hospital Buildings > 10 Evaluation of Elements That Are Not Part of the Lateral-Force-Resisting System