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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 ...
A111.6.4 Guidelines for the Seismic Retrofit of Existing Buildings, Moment Frames
Moment frames used in place of shear walls shall be designed as required by the building code, except that the forces shall be as specified ...
California Existing Building Code 2016 > A Guidelines for the Seismic Retrofit of Existing Buildings > A111 Special Procedure > A111.6 Shear Walls (In-Plane Loading) > A111.6.4 Moment Frames