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Select an ASTM A992 W-shape flexural member by the moment of inertia, to limit the live load deflection to 1 in. The span length is 30 ft as shown in figure (3). The loads are a uniform dead load of 0.80 kip/ft and a uniform live load of 2 kip/ft. The beam is continuously braced. Turn the page up W₁ = 0.8 kip/ft W₁ = 2 kip/ft 30'-0" Figure (3)

Select an ASTM A992 W-shape flexural member by the moment of inertia, to limit the live load deflection to 1 in. The span length is 30 ft as shown in figure (3). The loads are a uniform dead load of 0.80 kip/ft and a uniform live load of 2 kip/ft. The beam is continuously braced. Turn the page up W₁ = 0.8 kip/ft W₁ = 2 kip/ft 30'-0" Figure (3)

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Select an ASTM A992 W-shape flexural member by the moment of inertia, to limit the live load deflection to 1 in. The span length is 30 ft as shown in figure (3). The loads are a uniform dead load of 0.80 kip/ft and a uniform live load of 2 kip/ft. The beam is continuously braced. Turn the page up W₁ = 0.8 kip/ft W₁ = 2 kip/ft 30'-0" Figure (3)
Transcribed Image Text:Select an ASTM A992 W-shape flexural member by the moment of inertia, to limit the live load deflection to 1 in. The span length is 30 ft as shown in figure (3). The loads are a uniform dead load of 0.80 kip/ft and a uniform live load of 2 kip/ft. The beam is continuously braced. Turn the page up W₁ = 0.8 kip/ft W₁ = 2 kip/ft 30'-0" Figure (3)
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