4. The frame in the following figure is subjected to a wind loading that creates a uniform normal pressure of 0.0024V² on the windward side and a suction pressure of 0.0008V² on the leeward side. Note that V denotes wind speed in miles per hour (mph). If the frame can withstand the wind speed of 150 mph, determine the minimum shear capacity and moment capacity of the elements of the frame. Hint: You need to draw shear and moment diagrams. The shear capacity of the elements of the frame should be larger than the maximum absolute shear in the shear diagram. The same applies to moment capacity.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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4. The frame in the following figure is subjected to a wind loading that creates a uniform normal
pressure of 0.0024V² on the windward side and a suction pressure of 0.0008V² on the leeward
side. Note that V denotes wind speed in miles per hour (mph). If the frame can withstand the wind
speed of 150 mph, determine the minimum shear capacity and moment capacity of the elements
of the frame.
Hint: You need to draw shear and moment diagrams. The shear capacity of the elements of the
frame should be larger than the maximum absolute shear in the shear diagram. The same applies
to moment capacity.
w(Kip/ft) = 0.0024V² (mph)
w(Kip/ft) = 0.0024V² (mph)
B
16 ft
w(Kip/ft) = 0.0008V² (mph)
D
12 ft
16 ft
Transcribed Image Text:4. The frame in the following figure is subjected to a wind loading that creates a uniform normal pressure of 0.0024V² on the windward side and a suction pressure of 0.0008V² on the leeward side. Note that V denotes wind speed in miles per hour (mph). If the frame can withstand the wind speed of 150 mph, determine the minimum shear capacity and moment capacity of the elements of the frame. Hint: You need to draw shear and moment diagrams. The shear capacity of the elements of the frame should be larger than the maximum absolute shear in the shear diagram. The same applies to moment capacity. w(Kip/ft) = 0.0024V² (mph) w(Kip/ft) = 0.0024V² (mph) B 16 ft w(Kip/ft) = 0.0008V² (mph) D 12 ft 16 ft
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