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- Given: A six-story condominium structure is given as follows: - - - Rectangular plan 60 ft x125 ft First story is 15 ft high; each of other stories is 10 ft high; flat roof Exposure B and on flat terrain Basic wind speed is 180 mph Lateral load resisting system: Concrete Moment Frame Required: 1) Determine the external wind pressures for the main wind-force-resisting system of the building. 2) Determine the net wind pressures for the main wind-force-resisting system of the building. Note: Use Directional Procedure which applies to structures of all heights.

- Given: A six-story condominium structure is given as follows: - - - Rectangular plan 60 ft x125 ft First story is 15 ft high; each of other stories is 10 ft high; flat roof Exposure B and on flat terrain Basic wind speed is 180 mph Lateral load resisting system: Concrete Moment Frame Required: 1) Determine the external wind pressures for the main wind-force-resisting system of the building. 2) Determine the net wind pressures for the main wind-force-resisting system of the building. Note: Use Directional Procedure which applies to structures of all heights.

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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- Given: A six-story condominium structure is given as follows: - - - Rectangular plan 60 ft x125 ft First story is 15 ft high; each of other stories is 10 ft high; flat roof Exposure B and on flat terrain Basic wind speed is 180 mph Lateral load resisting system: Concrete Moment Frame Required: 1) Determine the external wind pressures for the main wind-force-resisting system of the building. 2) Determine the net wind pressures for the main wind-force-resisting system of the building. Note: Use Directional Procedure which applies to structures of all heights.
Transcribed Image Text:- Given: A six-story condominium structure is given as follows: - - - Rectangular plan 60 ft x125 ft First story is 15 ft high; each of other stories is 10 ft high; flat roof Exposure B and on flat terrain Basic wind speed is 180 mph Lateral load resisting system: Concrete Moment Frame Required: 1) Determine the external wind pressures for the main wind-force-resisting system of the building. 2) Determine the net wind pressures for the main wind-force-resisting system of the building. Note: Use Directional Procedure which applies to structures of all heights.
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