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The uniform sign shown in Fig. 7-9a has a mass of 650 kg and is supported on the fixed column. Design codes indicate that the expected maximum uniform wind loading that will occur in the area where it is located is 900 Pa. Determine the internal loadings at A. 6 m T 2.5 m 4 m 4 m A (ANS: Fa = [13.5i + 6.38j]kN, Ma = [-19.1i + 70.9j+40.5k] kNm)

The uniform sign shown in Fig. 7-9a has a mass of 650 kg and is supported on the fixed column. Design codes indicate that the expected maximum uniform wind loading that will occur in the area where it is located is 900 Pa. Determine the internal loadings at A. 6 m T 2.5 m 4 m 4 m A (ANS: Fa = [13.5i + 6.38j]kN, Ma = [-19.1i + 70.9j+40.5k] kNm)

International Edition---engineering Mechanics: Statics, 4th Edition
International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
Publisher:Andrew Pytel And Jaan Kiusalaas
Chapter8: Centroids And Distributed Loads
Section: Chapter Questions
Problem 8.88P: Compute the surface area of the axi-symmetric domed structure.
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The uniform sign shown in Fig. 7-9a has a mass of 650 kg and is supported on the fixed column. Design codes indicate that the expected maximum uniform wind loading that will occur in the area where it is located is 900 Pa. Determine the internal loadings at A. 6 m T 2.5 m 4 m 4 m A (ANS: Fa = [13.5i + 6.38j]kN, Ma = [-19.1i + 70.9j+40.5k] kNm)
Transcribed Image Text:The uniform sign shown in Fig. 7-9a has a mass of 650 kg and is supported on the fixed column. Design codes indicate that the expected maximum uniform wind loading that will occur in the area where it is located is 900 Pa. Determine the internal loadings at A. 6 m T 2.5 m 4 m 4 m A (ANS: Fa = [13.5i + 6.38j]kN, Ma = [-19.1i + 70.9j+40.5k] kNm)
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