2) Is a W21x55 beam adequate for loading conditions shown below. The beam is continuously braced, E = 29,000ksi, and Fy = 50ksi. The dead load in Figure 3-2 does not include self-weight. W = 2 kip/ft 12 w₁ = 4 kip/ft W₁ = 2 kip/ft
2) Is a W21x55 beam adequate for loading conditions shown below. The beam is continuously braced, E = 29,000ksi, and Fy = 50ksi. The dead load in Figure 3-2 does not include self-weight. W = 2 kip/ft 12 w₁ = 4 kip/ft W₁ = 2 kip/ft
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![2) Is a W21x55 beam adequate for loading conditions shown below. The beam is
continuously braced, E = 29,000ksi, and Fy = 50ksi. The dead load in Figure 3-2 does
not include self-weight.
w₁ = 4 kip/ft
W₂ = 2 kip/ft
W = 2 kip/ft
12"
Figure 3-2. Cantilever floor beam supporting a distributed dead load of 2 k/ft and triangular distributed
live load of 4 k/ft.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F25556d50-42ac-45ae-8be6-0ae8beeeafba%2F179927a5-7475-44db-89b2-f7b1843bfdde%2Fhyfhvzf_processed.jpeg&w=3840&q=75)
Transcribed Image Text:2) Is a W21x55 beam adequate for loading conditions shown below. The beam is
continuously braced, E = 29,000ksi, and Fy = 50ksi. The dead load in Figure 3-2 does
not include self-weight.
w₁ = 4 kip/ft
W₂ = 2 kip/ft
W = 2 kip/ft
12"
Figure 3-2. Cantilever floor beam supporting a distributed dead load of 2 k/ft and triangular distributed
live load of 4 k/ft.
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