Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Question
Chapter 2, Problem 13P
To determine
Find the external wind pressure acting on the windward and leeward side of the roof of the building.
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Determine the external wind pressure on the roof of the rigid gabled frame of a nonessential industrial building shown in Fig. 2.13(a). The structure is located in a suburb of Boston, Massachusetts, where the terrain is representative of exposure B. The wind direction is normal to the ridge of the frame as shown.
Determine the external wind pressure on the roof of the rigid-gabled frame of a building for an essential disaster operation center shown in Fig. P2.14. The building is located in Kansas City, Missouri, where the terrain is representative of exposure C, and the basic wind speed for risk category IV buildings is 120 mph. Assume the wind direction is normal to the ridge, as shown in the figure.
Determine the external wind pressure on the roof of the rigid-gabled frame of a building for an essential disaster operation center shown in figure. The building is located in Kansas City, Missouri, where the terrain is representative of exposure C. The wind direction is normal to the ridge, as shown in the figure.
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