Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Chapter 2, Problem 12P
To determine

Find the external wind pressure acting on the roof of the building.

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Determine the external wind pressure on the roof of the rigid-gabled frame of an apartment building shown in Fig. P2.12. The building is located in the Los Angeles area of California, where the terrain is representative of exposure B. The wind direction is normal to the ridge as shown. Use Kd 50.85 for main wind-force resisting systems, and Ke 51.
Determine the external wind pressure on the roof of the rigid-gabled frame of a school building shown in Fig. P2.13. The structure is located in a suburb of Chicago, Illinois, where the terrain is representative of exposure B and the basic wind speed for risk category III buildings is 51 mys. Assume the wind direction is normal to the ridge as shown. Use Kd 50.85 for main wind-force resisting systems, and Ke =1.
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.
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