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This document provides a seismic load calculation for a 3-story residential building in Pokhara, Nepal. It includes input data like seismic zone factor, importance factor, time periods, soil type, seismic coefficients, total seismic weight, base shear, and maximum drift ratio. The calculation finds the base shear along the X and Y directions to be 247.36 KN each. It determines the maximum drift ratio is 0.00176, within the permissible limit.

Author

sanuhyc ghhevj

Language

EN