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This document contains information about seismic load patterns and joint reactions for an analysis based on IS 1893:2002. It includes two tables: one with load patterns specifying seismic loads in the X and Y directions for each story, and one with joint reactions at the base of the structure for each load case, including forces and moments. The analysis considered seismic loads with 5% eccentricity in both directions for a 0.52 second period at the top story. Base shear was calculated to be 581.8223 kN in

Author

dukestonner

Language

EN