7. For the beam and loads given, select the spacing of the stirrups using f = 5000 psi and grade 60 steel. The beam carries a uniform service dead load (not including beam weight) of 3 kips/ft, a service uniform live load of 4 kips/ft, and concentrated service live loads of 4 kips. Live loads will be applied simultaneously and only at the locations shown. Determine the shear reinforcement for the beam and sketch your final solution showing the shear strength provided. Use d = 25.5 in. and No. 4 stirrups. W₂ pit 7A → 8 ft L = 22 ft 7 ft 28 in. b = 18 in.
7. For the beam and loads given, select the spacing of the stirrups using f = 5000 psi and grade 60 steel. The beam carries a uniform service dead load (not including beam weight) of 3 kips/ft, a service uniform live load of 4 kips/ft, and concentrated service live loads of 4 kips. Live loads will be applied simultaneously and only at the locations shown. Determine the shear reinforcement for the beam and sketch your final solution showing the shear strength provided. Use d = 25.5 in. and No. 4 stirrups. W₂ pit 7A → 8 ft L = 22 ft 7 ft 28 in. b = 18 in.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![7. For the beam and loads given, select the spacing of the stirrups using f = 5000 psi and grade 60
steel. The beam carries a uniform service dead load (not including beam weight) of 3 kips/ft,
a service uniform live load of 4 kips/ft, and concentrated service live loads of 4 kips. Live loads
will be applied simultaneously and only at the locations shown. Determine the shear
reinforcement for the beam and sketch your final solution showing the shear strength provided.
Use d = 25.5 in. and No. 4 stirrups.
Pa
F
7A *
W₂
8 ft
L = 22 ft
*7A →
7 ft
28 in.
b = 18 in.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F9f414f1e-0e8c-4093-a395-d85890e725cd%2F4b406f9b-c60a-4bbc-a4a3-948b9d4fc729%2Fr02fsd9_processed.png&w=3840&q=75)
Transcribed Image Text:7. For the beam and loads given, select the spacing of the stirrups using f = 5000 psi and grade 60
steel. The beam carries a uniform service dead load (not including beam weight) of 3 kips/ft,
a service uniform live load of 4 kips/ft, and concentrated service live loads of 4 kips. Live loads
will be applied simultaneously and only at the locations shown. Determine the shear
reinforcement for the beam and sketch your final solution showing the shear strength provided.
Use d = 25.5 in. and No. 4 stirrups.
Pa
F
7A *
W₂
8 ft
L = 22 ft
*7A →
7 ft
28 in.
b = 18 in.
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