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P2.24. (a) A two-story hospital facility shown in Figure P2.24 is being designed in New York with a basic wind speed of 90 mph and wind exposure D. The importance factor / is 1.15 and K₂ = 1.0. Use the simplified procedure to determine the design wind load, base shear, and building overturning moment. (b) Use the

P2.24. (a) A two-story hospital facility shown in Figure P2.24 is being designed in New York with a basic wind speed of 90 mph and wind exposure D. The importance factor / is 1.15 and K₂ = 1.0. Use the simplified procedure to determine the design wind load, base shear, and building overturning moment. (b) Use the

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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P2.24. (a) A two-story hospital facility shown in Figure P2.24 is being designed in New York with a basic wind speed of 90 mph and wind exposure D. The importance factor / is 1.15 and K₂ = 1.0. Use the simplified procedure to determine the design wind load, base shear, and building overturning moment. (b) Use the equivalent lateral force procedure to determine the seismic base shear and overturning moment. The facility, with an average weight of 90 lb/ft² both the floor and roof, is to be designed for the following seismic factors: Sps = 0.27g and Sp1 = 0.06g; reinforced concrete frames with an R value of 8 are to be used. The importance factor / is 1.5. (c) Do wind forces or seismic forces govern the strength design of the 88 日日日 100' P2.24 8 8 8 001. 8 8 8 15' 15' 749
Transcribed Image Text:P2.24. (a) A two-story hospital facility shown in Figure P2.24 is being designed in New York with a basic wind speed of 90 mph and wind exposure D. The importance factor / is 1.15 and K₂ = 1.0. Use the simplified procedure to determine the design wind load, base shear, and building overturning moment. (b) Use the equivalent lateral force procedure to determine the seismic base shear and overturning moment. The facility, with an average weight of 90 lb/ft² both the floor and roof, is to be designed for the following seismic factors: Sps = 0.27g and Sp1 = 0.06g; reinforced concrete frames with an R value of 8 are to be used. The importance factor / is 1.5. (c) Do wind forces or seismic forces govern the strength design of the 88 日日日 100' P2.24 8 8 8 001. 8 8 8 15' 15' 749
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