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6.1.8 Concrete Braced Frames
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None of the braces in the framing system are of reinforced concrete construction.
The deficiency is in the ductility of the braced frame. Report this condition as a deficiency, and place nonconforming buildings in SPC 1. Place conforming buildings in SPC 4.
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6.1.8 Seismic Evaluation Procedures for Hospital Buildings, Concrete Braced Frames
None of the braces in the framing system are of reinforced concrete construction. The deficiency is in the ductility of the braced frame. Report ...
California Administrative Code 2016 > 6 Seismic Evaluation Procedures for Hospital Buildings > 6 Procedures for Braced Frames > 6.1 Concentrically Braced Frames > 6.1.8 Concrete Braced Frames
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None of the braces in the framing system are of reinforced concrete construction. The deficiency is in the ductility of the braced frame. Report ...
California Administrative Code 2019 > 6 Seismic Evaluation Procedures for Hospital Buildings > 6 Procedures for Braced Frames > 6.1 Concentrically Braced Frames > 6.1.8 Concrete Braced Frames
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California Administrative Code 2016 > 6 Seismic Evaluation Procedures for Hospital Buildings > 4 Procedures for Moment-Resisting Systems > 4.5 Frames Not Part of the Lateral-Force-Resisting System
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California Administrative Code 2019 > 6 Seismic Evaluation Procedures for Hospital Buildings > 4 Procedures for Moment-Resisting Systems > 4.5 Frames Not Part of the Lateral-Force-Resisting System
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California Administrative Code 2016 > 6 Seismic Evaluation Procedures for Hospital Buildings > 2 Procedures for Structural Evaluation of Buildings > 2.4 Analysis of the Building > 2.4.3 Seismic Analysis of the Building > 2.4.3.1 Base Shear