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 V. 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). 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 V. 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). 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 ?)

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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Question

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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