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This structure is allowed to be analyzed using the Simplified Analysis procedure. This building is not light-framed, thus it falls into all other construction types and is therefore limited to two stories. This building is a single-story structure and is Seismic Use Group I. So, as discussed in the beginning of this chapter, the seismic base shear is calculated using the Simplified procedure and subsequently using the Equivalent Lateral Force procedure. The base shears from these two methods...