4.1.8.17.(11)ATTRIBUTION:
Functional Statement:
F22
To limit movement under expected loads and forces.
Objective:
OS2.1, OS2.3, OS2.4
APPLICATION:
Design of non-structural and structural components
of the building with respect to their interaction during earthquake.
This applies to buildings described in Sentence
1.3.3.2.(1) of Division A and to buildings to which Part 9 applies [see Sentence
1.3.3.3.(1) of Division A for application
of Part 9] that are required to be designed in accordance with the requirements
of Part 4.
INTENT:
To limit the probability that the interaction of non-structural
and structural components of the building due to the maximum expected seismic
deformations of the structure will lead to:
- structural failure, or
- severe damage to non-structural elements, which could lead to their subsequently falling.
This is to limit the probability of harm to
persons.
To direct Code users to Sentence
4.1.8.3.(6) for requirements
related to stiff elements not considered part of the Seismic Force Resisting
System.
ATTRIBUTION:
Functional Statement:
F22
To limit movement under expected loads and forces.
Objective:
OP2.1, OP2.3, OP2.4
APPLICATION:
Design of non-structural and structural components
of the building with respect to their interaction during earthquake.
This applies to buildings described in Sentence
1.3.3.2.(1) of Division A and to buildings to which Part 9 applies [see Sentence
1.3.3.3.(1) of Division A for application
of Part 9] that are required to be designed in accordance with the requirements
of Part 4.
INTENT:
To limit the probability that the interaction of non-structural
and structural components of the building due to the maximum expected seismic
deformations of the structure will lead to:
- damage to the building, or
- damage to the building, which could impede the intended use and occupancy of the building.
To direct Code users to Sentence
4.1.8.3.(6) for requirements
related to stiff elements not considered part of the Seismic Force Resisting
System.