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// CODE SNIPPET

4.2.4 Moment Connections

California Administrative Code 2019 > 6 Seismic Evaluation Procedures for Hospital Buildings > 4 Procedures for Moment-Resisting Systems > 4.2 Steel Moment Frames > 4.2.4 Moment Connections
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All beam-column connections in the lateral-force-resisting moment frame have full-penetration flange welds and a bolted or welded web connection.
For conforming buildings, the evaluator may consider this condition as mitigated, and no calculations are necessary. The deficiency is in the strength of the connection. Check the connection on the basis of its strength. Check the member capacities using appropriate R values. Connections that do not develop the flexural capacity of the member require use of the R value for ordinary frames.

Related Code Sections


4.2.4 Seismic Evaluation Procedures for Hospital Buildings, Moment Connections
All beam-column connections in the lateral-force-resisting moment frame have full-penetration flange welds and a bolted or welded web connection ...
California Administrative Code 2016 > 6 Seismic Evaluation Procedures for Hospital Buildings > 4 Procedures for Moment-Resisting Systems > 4.2 Steel Moment Frames > 4.2.4 Moment Connections
4.2.4 Seismic Evaluation Procedures for Hospital Buildings, Moment Connections
All beam-column connections in the lateral-force-resisting moment frame have full-penetration flange welds and a bolted or welded web connection ...
California Administrative Code 2019 > 6 Seismic Evaluation Procedures for Hospital Buildings > 4 Procedures for Moment-Resisting Systems > 4.2 Steel Moment Frames > 4.2.4 Moment Connections
2205.4.2 Steel, Moment Connection - Chapter 11
The welded sideplate steel moment connection shall be permitted provided: The beams shall consist of either rolled or built-up wide flange ...
California Building Code 2019 (Vol 1 & 2) > 22 Steel > 2205 Structural Steel > 2205.4 Modifications to AISC 358 > 2205.4.2 Moment Connection - Chapter 11
2205A.5.2 Steel, Moment Connection - Chapter 11
The welded side plate steel moment connection shall be permitted provided: The beams shall consist of either rolled or built-up wide flange ...
California Building Code 2016 (Vol 1 & 2) > 22A Steel > 2205A Structural Steel > 2205A.5 Modifications to AISC 358 > 2205A.5.2 Moment Connection - Chapter 11
2205A.5.2 Steel, Moment Connection - Chapter 11
The welded side plate steel moment connection shall be permitted provided: The beams shall consist of either rolled or built-up wide ...
California Building Code 2019 (Vol 1 & 2) > 22A Steel > 2205A Structural Steel > 2205A.5 Modifications to AISC 358 > 2205A.5.2 Moment Connection - Chapter 11
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