How does ideCAD define equivalent lateral load, according to ASCE 7-16, for two earthquake directions?
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Seismic loads acting on buildings; the floor level, assumed to accumulate the story masses, is accepted as the horizontal load acting on the floors. Seismic effects determined for two perpendicular directions are combined as specified in the regulation. The total equivalent lateral force is known as the base shear force and is used in the earthquake-resistant design of structures.
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