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This paper deals with the flexural strength and deformability of beams at the rigid frame connection with diaphragms. An improved detail of the connection is proposed without scallops (rat holes) which are conventionally provided at the beam end. From test and analytical results, it has been confirmed that the non-scallop type of connection has advantages over the scallop type with regard to strength, deformability and fabrication costs. r£sum£ Ce rapport traite de resistance ä la flexion etdoi:10.5169/seals-13068 fatcat:6sb7qfxlwbhtzonmx55rf3ecom