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This document provides guidelines for calculating accidental eccentricity and torsion effects in structural analysis for seismic design. It specifies equations for calculating accidental eccentricity at each floor level based on floor dimension and number of floors. It describes considering two configurations of torsional moments from accidental eccentricities, one with all additional moments positive and one with all negative. Structural elements must have strength to resist shear forces without considerin

Author

Mark24_12

Language

EN