Establish the required spacing of No. 3 (No. 10) stirrups at a beam cross sec- tion subject to factored load shear V, of 35.55 kips and moment M, of 474 ft- kips. Web width b, = 5 in., effective depth d = 24 in., and total depth h = 30 in. The concrete shear contribution may be based on the approximate rela- tionship of Eq. (19.46). Use f, = 60,000 psi for stirrup steel, and take f! 5000 psi.
Establish the required spacing of No. 3 (No. 10) stirrups at a beam cross sec- tion subject to factored load shear V, of 35.55 kips and moment M, of 474 ft- kips. Web width b, = 5 in., effective depth d = 24 in., and total depth h = 30 in. The concrete shear contribution may be based on the approximate rela- tionship of Eq. (19.46). Use f, = 60,000 psi for stirrup steel, and take f! 5000 psi.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Establish the required spacing of No. 3 (No. 10) stirrups at a beam cross sec-
tion subject to factored load shear V, of 35.55 kips and moment M, of 474 ft-
kips. Web width b, = 5 in., effective depth d = 24 in., and total depth h =
30 in. The concrete shear contribution may be based on the approximate rela-
tionship of Eq. (19.46). Use f, = 60,000 psi for stirrup steel, and take f!
5000 psi.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F644998a7-d136-48a9-8f4c-530378881b7a%2F4812516a-6c4e-4a47-8326-a4d358c4dea3%2Fy8nyc2e_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Establish the required spacing of No. 3 (No. 10) stirrups at a beam cross sec-
tion subject to factored load shear V, of 35.55 kips and moment M, of 474 ft-
kips. Web width b, = 5 in., effective depth d = 24 in., and total depth h =
30 in. The concrete shear contribution may be based on the approximate rela-
tionship of Eq. (19.46). Use f, = 60,000 psi for stirrup steel, and take f!
5000 psi.
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