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4.2.9 Out-Of-Plane Bracing

California Administrative Code 2019 > 6 Seismic Evaluation Procedures for Hospital Buildings > 4 Procedures for Moment-Resisting Systems > 4.2 Steel Moment Frames > 4.2.9 Out-Of-Plane Bracing

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Beam-column joints are braced out-of-plane.

For conforming buildings, the evaluator may consider this condition as mitigated, and no calculations are necessary. The deficiency is in the stability of the beam-column joint. Verify the joint bracing by visual observation.

Related Code Sections

4.2.9 Seismic Evaluation Procedures for Hospital Buildings, Out-Of-Plane Bracing

Beam-column joints are braced out-of-plane. For conforming buildings, the evaluator may consider this condition as mitigated, and no calculations ...

California Administrative Code 2019 > 6 Seismic Evaluation Procedures for Hospital Buildings > 4 Procedures for Moment-Resisting Systems > 4.2 Steel Moment Frames > 4.2.9 Out-Of-Plane Bracing

4.2.9 Seismic Evaluation Procedures for Hospital Buildings, Out-Of-Plane Bracing

Beam-column joints are braced out-of-plane. For conforming buildings, the evaluator may consider this condition as mitigated, and no calculations ...

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or locations of out-of-plane support shall comply with the additional requirements of this section: Braces shall be used in symmetrical pairs ...

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or locations of out-of-plane support shall comply with the additional requirements of this section: Braces shall be used in symmetrical pairs ...

California Building Code 2016 (Vol 1 & 2) > 22 Steel > 2212 Additional Requirements for Community Colleges [DSA-SS/CC] > 2212.2 Modifications to AISC 341 > 2212.2.8 Section F2

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Out-of-plane loading for the use of Table AS105.4 shall be in terms of the design wind speed and seismic design category as determined in accordance ...

California Residential Code 2016 > S Strawbale Construction > AS105 Strawbale Walls—General > AS105.4 Out-Of-Plane Resistance and Unrestrained Wall Dimensions > AS105.4.1 Determination of Out-Of-Plane Loading

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