As a Consulting Professional Engineer, you are required to provide a complete detailed structural design/analysis for the R.C. Wall specified in the following project problem under the "NEW" Loadings condition, and the new section-as specified below: "Design the reinforced concrete wall shown if fc' = 4000 psi and fy = 60,000 psi". By changing the Horizontal Load to 200K, H=14 ft and L=14ft. - 10 in. V, = 300 k h, = 12 ft 0 in. C = 12 ft 0 in.
As a Consulting Professional Engineer, you are required to provide a complete detailed structural design/analysis for the R.C. Wall specified in the following project problem under the "NEW" Loadings condition, and the new section-as specified below: "Design the reinforced concrete wall shown if fc' = 4000 psi and fy = 60,000 psi". By changing the Horizontal Load to 200K, H=14 ft and L=14ft. - 10 in. V, = 300 k h, = 12 ft 0 in. C = 12 ft 0 in.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![As a Consulting Professional Engineer, you are required to provide a complete detailed structural design/analysis for the
R.C. Wall specified in the following project problem under the "NEW" Loadings condition, and the new section-as
specified below:
"Design the reinforced concrete wall shown if fc' = 4000 psi and fy = 60,000 psi".
%3D
By changing the Horizontal Load to 200K, H=14 ft and L=14ft.
10 in.
V, = 300 k
h, = 12 ft 0 in.
lw = 12 ft 0 in.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fbd9ca1b4-2e76-48a1-bcea-5fcb45e02927%2Fca3511f2-1441-49c3-8828-97387ef346ca%2Fde58csi_processed.png&w=3840&q=75)
Transcribed Image Text:As a Consulting Professional Engineer, you are required to provide a complete detailed structural design/analysis for the
R.C. Wall specified in the following project problem under the "NEW" Loadings condition, and the new section-as
specified below:
"Design the reinforced concrete wall shown if fc' = 4000 psi and fy = 60,000 psi".
%3D
By changing the Horizontal Load to 200K, H=14 ft and L=14ft.
10 in.
V, = 300 k
h, = 12 ft 0 in.
lw = 12 ft 0 in.
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Step 1 : Diagram
VIEWStep 2 : Design shear strength of wall (Vu)
VIEWStep 3 : Nominal shear strength of wall (Vc)
VIEWStep 4 : Nominal shear strength of wall (Vc)
VIEWStep 5 : Requirement of shear reinforcement
VIEWStep 6 : Design of vertical shear reinforcement
VIEWStep 7 : Design of vertical flexural reinforcement
VIEWStep 8 : Reinforcement details
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