Determine the external wind pressure on the roof of the rigid-gabled frame of a buikding for an essential disaster operation center. The building is located in Kansas City,  Missouri, where the terrain representative of exposure C and the basic wind speed for riak category IV building is 120 mph. Assume the qind dire tion is normal to the ridge, as shown in the figure. Use Kd=0.85 for main wind-force resisting system and Ke=1.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Determine the external wind pressure on the roof of the rigid-gabled frame of a buikding for an essential disaster operation center. The building is located in Kansas City,  Missouri, where the terrain representative of exposure C and the basic wind speed for riak category IV building is 120 mph. Assume the qind dire tion is normal to the ridge, as shown in the figure. Use Kd=0.85 for main wind-force resisting system and Ke=1.

30 ft
Plan
Wind
11 ft
30 ft
T t-
40ft
Elevation
2.15, P2.16
26
ermine the balanced design snow load fo
ing of Problen
adine
Transcribed Image Text:30 ft Plan Wind 11 ft 30 ft T t- 40ft Elevation 2.15, P2.16 26 ermine the balanced design snow load fo ing of Problen adine
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