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This document summarizes a paper that proposes using reduced beam section (RBS) connections for deep beam to deep column special moment frames. The paper aims to design such connections using a different approach than AISC 341-05. It uses a truss analogy model to analyze force distribution at the connection, accounting for interaction between shear and bending moment in the short-span deep beams. The design eliminates cover plates at the connection by taking advantage of reduced flexural strength from reduc

Author

AyulestariSimamora

Language

EN