The side of the building in the figure is subjected to a wind loading as shown. The wind loading creates a uniform normal pressure of 15kPa on the windward side and 5kPa on the leeward side. Determine the horizontal and vertical components of the reaction at pins A, B, and C of the supporting gable arch. -4 m wind 12 m (a) 2 m 3m 3 m 3 m 60 kN/m 60 kN/m 20 kN/m -3m-3m- (b) 3m 20 kN/m 3m

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