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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.
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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 ...
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 ...
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 ...
Seismic Evaluation Procedures for Hospital Buildings, Appendix General Sets of Evaluation Statements
CLADDING PANELS IN MOMENT FRAME BUILDINGS: For moment frame buildings ...
Appendix GENERAL Seismic Evaluation Procedures for Hospital Buildings, Sets of Evaluation Statements
on center maximum with at least one tie for every 22/3 square feet. (Section 10.1.2.1)
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CLADDING PANELS IN MOMENT FRAME BUILDINGS: For ...