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// CODE SNIPPET

6.1.8 Concrete Braced Frames

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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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.

Related Code Sections


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 2019 > 6 Seismic Evaluation Procedures for Hospital Buildings > 6 Procedures for Braced Frames > 6.1 Concentrically Braced Frames > 6.1.8 Concrete Braced Frames
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
2.4.3.1 Seismic Evaluation Procedures for Hospital Buildings, Base Shear
Concentrically braced frames ...
California Administrative Code 2019 > 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
2.4.3.1 Seismic Evaluation Procedures for Hospital Buildings, Base Shear
with shear panels 4.5 4 Reinforced concrete shear walls 3.5 3 Reinforced masonry shear walls 4 3.5 Concentrically braced frames 1.25 ...
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
4.5 Seismic Evaluation Procedures for Hospital Buildings, Frames Not Part of the Lateral-Force-Resisting System
or concrete that are designed for gravity loads with shear walls, bracing or moment frames providing the resistance to lateral forces. If the primary ...
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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