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[BS] 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.
Related Code Sections
A111.6.4 Seismic Strengthening Provisions for Unreinforced Masonry Bearing Wall 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 ...
Existing Building Code 2015 of Idaho > A1 Seismic Strengthening Provisions for Unreinforced Masonry Bearing Wall Buildings > A111 Special Procedure > A111.6 Shear Walls (In-Plane Loading) > A111.6.4 Moment Frames
18.3 Earthquake-Resistant Structures, Ordinary Moment Frames
This section shall apply to ordinary moment frames forming part of the seismic-force-resisting system ...
Building Code Requirements for Structural Concrete of Idaho > 18 Earthquake-Resistant Structures > 18.3 Ordinary Moment Frames
A112.4.2 Seismic Strengthening Provisions for Unreinforced Masonry Bearing Wall Buildings, Moment-Resisting Frames
Moment-resisting frames shall not be used with an unreinforced masonry wall in a single line of resistance unless the wall has piers that have ...
Existing Building Code 2015 of Idaho > A1 Seismic Strengthening Provisions for Unreinforced Masonry Bearing Wall Buildings > A112 Analysis and Design > A112.4 Combinations of Vertical Elements > A112.4.2 Moment-Resisting Frames
18.2.6 Earthquake-Resistant Structures, Reinforcement in Special Moment Frames and Special Structural Walls
Reinforcement in special moment frames and special structural walls shall be in accordance with the special seismic systems requirements of 20.2.2 ...
Building Code Requirements for Structural Concrete of Idaho > 18 Earthquake-Resistant Structures > 18.2 General > 18.2.6 Reinforcement in Special Moment Frames and Special Structural Walls