A five-story commercial building must be designed that will not require any additional force at the roof level. Assume the maximum possible natural period for this building. Use R = 1.50, Soil Profile type D, 25 km from a type B seismic source, Ca = 0.28 and Cv 0.40. Assume average height of 4m per level. a. What is the lateral seismic force at the 2nd floor b. What is the lateral seismic force at the roof of the building
A five-story commercial building must be designed that will not require any additional force at the roof level. Assume the maximum possible natural period for this building. Use R = 1.50, Soil Profile type D, 25 km from a type B seismic source, Ca = 0.28 and Cv 0.40. Assume average height of 4m per level. a. What is the lateral seismic force at the 2nd floor b. What is the lateral seismic force at the roof of the building
Chapter2: Loads On Structures
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Transcribed Image Text:A five-story commercial building must be designed that will not require any additional force at the roof level.
Assume the maximum possible natural period for this building. Use R = 1.50, Soil Profile type D, 25 km from a type B
seismic source, Ca = 0.28 and Cv = 0.40. Assume average height of 4m per level.
a. What is the lateral seismic force at the 2nd floor,
b. What is the lateral seismic force at the roof of the building
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