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If the frame girders bear on column corbels, the length of bearing is greater than 3 inches.
The deficiency is in the length of bearing. Calculate the inter-story drift. Judge the adequacy of the connections to retain their vertical load-carrying integrity at a maximum drift estimated to be equal to the drift calculated with the unreduced demand. Conforming buildings that fail this check shall be placed in SPC 4.

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8.5.2 Seismic Evaluation Procedures for Hospital Buildings, Corbel Bearing
If the frame girders bear on column corbels, the length of bearing is greater than 3 inches. The deficiency is in the length of bearing. Calculate ...
8.5.2 Seismic Evaluation Procedures for Hospital Buildings, Corbel Bearing
If the frame girders bear on column corbels, the length of bearing is greater than 3 inches. The deficiency is in the length of bearing. Calculate ...
8.5.2 Seismic Evaluation Procedures for Hospital Buildings, Corbel Bearing
If the frame girders bear on column corbels, the length of bearing is greater than 3 inches. The deficiency is in the length of bearing. Calculate ...