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// CODE SNIPPET

6.1.5 Concentric Joints

California Administrative Code 2019 > 6 Seismic Evaluation Procedures for Hospital Buildings > 6 Procedures for Braced Frames > 6.1 Concentrically Braced Frames > 6.1.5 Concentric Joints

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All the diagonal braces frame into the beam-column joints concentrically.

For conforming buildings, the evaluator may consider this condition as mitigated, and no calculations are necessary. The deficiency is in the strength of the joints. Evaluate the consequence of the eccentricity on the member required to resist it. Evaluate the shear, bending and axial force requirements at the locations of eccentricities.

Related Code Sections

6.1.5 Seismic Evaluation Procedures for Hospital Buildings, Concentric Joints

All the diagonal braces frame into the beam-column joints concentrically. For conforming buildings, the evaluator may consider this condition ...

California Administrative Code 2019 > 6 Seismic Evaluation Procedures for Hospital Buildings > 6 Procedures for Braced Frames > 6.1 Concentrically Braced Frames > 6.1.5 Concentric Joints

6.1.5 Seismic Evaluation Procedures for Hospital Buildings, Concentric Joints

All the diagonal braces frame into the beam-column joints concentrically. For conforming buildings, the evaluator may consider this condition ...

California Administrative Code 2016 > 6 Seismic Evaluation Procedures for Hospital Buildings > 6 Procedures for Braced Frames > 6.1 Concentrically Braced Frames > 6.1.5 Concentric Joints

Article 6 Seismic Evaluation Procedures for Hospital Buildings, Procedures for Braced Frames

All the diagonal braces frame into the beam-column joints concentrically. For conforming buildings, the evaluator may ...

California Administrative Code 2016 > 6 Seismic Evaluation Procedures for Hospital Buildings > 6 Procedures for Braced Frames

R502.11.4 Floors, Truss Design Drawings

, the information specified as follows: Slope or depth, span and spacing. Location of all joints. Required bearing widths. Design loads ...

California Residential Code 2016 > 5 Floors > R502 Wood Floor Framing > R502.11 Wood Trusses > R502.11.4 Truss Design Drawings

R502.11.4 Floors, Truss Design Drawings

, the information specified as follows: Slope or depth, span and spacing. Location of all joints. Required bearing widths. Design loads ...

California Residential Code 2019 > 5 Floors > R502 Wood Floor Framing > R502.11 Wood Trusses > R502.11.4 Truss Design Drawings

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