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This report details the seismic base shear analysis for a G+4 commercial building in Dire Dawa, Ethiopia, using the Equivalent Linear Static Method as per the Ethiopian Building Code Standard (EBCS-8, 1995). It includes building specifications, material properties, seismic parameters, and weight calculations for various structural components. The total weight of the building is calculated to be 29,382.4 kN, and the fundamental period is determined to be 0.628 seconds.

Author

Ammaar Ahmed iisaa

Language

EN