-4 m wind 12 m -4 m 17 11 11 11 2 m B 3 m 3 m 3 m 3 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
The side of the building is subjected to a wind loading that creates a uniform normal pressure of 25kPa on the windward side and a suction pressure of 3.5kPa on the leeward side. Determine the horizontal and vertical components of the reaction at the pin connections A, B, and C of the supporting gable arch.
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