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// CODE SNIPPET

[BS] A111.3.4 New Crosswalls

Los Angeles Existing Building Code > A Guidelines for the Seismic Retrofit of Existing Buildings > A111 Special Procedure > A111.3 Crosswalls > A111.3.4 New Crosswalls
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New crosswall connections to the diaphragm shall develop the crosswall shear capacity. New crosswalls shall have the capacity to resist an overturning moment equal to the crosswall shear capacity times the story height. Crosswall overturning moments need not be cumulative over more than two stories.
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Related Code Sections


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