on centers has a slope of 30 degrees. If the wind velocity pressure in the area is 3.4kPa , Gust Effect Factor, Gt=0.85 and external pressure coefficient of 0.35
on centers has a slope of 30 degrees. If the wind velocity pressure in the area is 3.4kPa , Gust Effect Factor, Gt=0.85 and external pressure coefficient of 0.35
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The roof of rigid gabled frames 5 meters on centers has a slope of 30 degrees. If the wind velocity pressure in the area is 3.4kPa , Gust Effect Factor, Gt=0.85 and external pressure coefficient of 0.35 (pressure) and 0.42 (suction). Calculate the total amount of wind load in KPa on the windward side of the roof. Express your answer in 2 decimal places.
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