Determine the external wind pressure on the roof and the windward wall of Wind the rigid-gabled frame of an apartment building shown. The building is located in the Los Angeles area of California (V= 95 mph), where the terrain is representative of exposure B. The wind direction is normal to the ridge as 15 ft shown. 40 ft Use external pressure coefficient of 0.3 and -0.6 for windward and leeward sides of the roof. Use Ka= 0.85 for main wind-force resisting systems, and Ke =1. E 30 ft -

Determine the external wind pressure on the roof and the windward wall of Wind the rigid-gabled frame of an apartment building shown. The building is located in the Los Angeles area of California (V= 95 mph), where the terrain is representative of exposure B. The wind direction is normal to the ridge as 15 ft shown. 40 ft Use external pressure coefficient of 0.3 and -0.6 for windward and leeward sides of the roof. Use Ka= 0.85 for main wind-force resisting systems, and Ke =1. E 30 ft -

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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