Problem 1-3: All stirrup information is provided, including spacing. You will find the resultant shear capacity. fy of stirrups is 60 ksi and f'e = 3,500psi. For each problem: a) Compute Ve from the concrete properties, and calculate the Vs provided by the stirrup information (Vs = Avfyd/s). b) Compute the design shear capacity V₁ = (Vc + Vs). c) Check to see if the given spacing s is acceptable based on ACI limits of Smax. d) Check to see if the section is usable (V, ≤ 8√ √fbwd ?)
Problem 1-3: All stirrup information is provided, including spacing. You will find the resultant shear capacity. fy of stirrups is 60 ksi and f'e = 3,500psi. For each problem: a) Compute Ve from the concrete properties, and calculate the Vs provided by the stirrup information (Vs = Avfyd/s). b) Compute the design shear capacity V₁ = (Vc + Vs). c) Check to see if the given spacing s is acceptable based on ACI limits of Smax. d) Check to see if the section is usable (V, ≤ 8√ √fbwd ?)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question

Transcribed Image Text:2.5"
#4 stirrups @ 7"
II
22"
2.5"
ייך
16"
5"
5"

Transcribed Image Text:Problem 1-3: All stirrup information is provided, including spacing. You will find the resultant
shear capacity. fy of stirrups is 60 ksi and f'c = 3,500psi.
For each problem:
a) Compute Vc from the concrete properties, and calculate the Vs provided by the stirrup
information (Vs = Avfyd/s).
b)
Compute the design shear capacity Vn = o(Vc + Vs).
c) Check to see if the given spacing s is acceptable based on ACI limits of Smax.
d) Check to see if the section is usable (V ≤ 8√fcbwd ?)
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