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4.1.8.3.(6) | Application | Intent |
OS2 | OP2 |
Objective | OP2 Structural Sufficiency of the Building |
Attribution | |
Application | Application 1: Design of the interaction during an earthquake of
the Seismic Force Resisting System and stiff elements that are not considered
part of the Seismic Force Resisting System.
Exceptions:
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Intent | Intent 1: To limit the probability that stiff elements that are not
considered part of the Seismic Force Resisting System will be subject to loads
for which they were not designed, which could lead to:
This is to limit the probability of:
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