Analysis & Design of RCC shear walls in the model using ETABS

Aim: -

• Run the analysis and design the RCC shear walls (show in the etabs model).
• Extract values of longitudinal steel ratio, boundary element length and shear reinforcing ratio from the design results.
• Provide cross sectional steel arrangement of the shear wall from its base up to terrace, in compliance with provisions of IS 13920 – 2016. AutoCAD application can be used for this exercise. Alternatively, it can be drawn by hand as well.
• Provide elevation drawings of the reinforcement details of the shear wall from base up to terrace.

Procedure: -

• Open the Given E Tabs File
• Check the Model
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• Run Analysis Model
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• Click on Shear Wall Design
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• after Compliting Design then Click on Shear Wal Design and then Select a Display Design Info
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• Now from the Dialogue box appears Select Pier Shear Reinforcement Ratio
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• Click on Shear Wal Design and then Select a Display Design Info
• Now from the Dialogue box appears Select Pier Longitudinal Ratio
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• Click on Shear Wal Design and then Select a Display Design Info
• Now from the Dialogue box appears Select Pier Reinforcement Ratio
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• Click on Shear Wal Design and then Select a Display Design Info
• Now from the Dialogue box appears Select Pier Edge/ Boundary Zone Width
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• Right Click on Selected Wall Shows the Result
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• Shear Wall Calculation
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Result:-

• Provide cross sectional steel arrangement of the shear wall from its base up to terrace, in compliance with provisions of IS 13920 – 2016.
• Provide elevation drawings of the reinforcement details of the shear wall from base up to terrace.
• Designed the RC Shear Wall Using the Values of Longitudinal Reinforcement Ratio, Boundary Elements Length and Shear Reinforcing Ratio From the Etabs Design Results