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// CODE SNIPPET

[BS] A111.6.4 Moment Frames

Los Angeles Existing Building Code > A Guidelines for the Seismic Retrofit of Existing Buildings > A111 Special Procedure > A111.6 Shear Walls (In-Plane Loading) > A111.6.4 Moment Frames
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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 in Section A111.6.1, and the story drift ratio shall be limited to 0.015, except as further limited by Section A112.4.2.
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Related Code Sections


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 ...
Los Angeles Existing Building Code > A Guidelines for the Seismic Retrofit of Existing Buildings > A111 Special Procedure > A111.6 Shear Walls (In-Plane Loading) > A111.6.4 Moment Frames
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