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

The etabs file for a G+6 building is provided. Run the analysis and design the RCC shear walls (show in the etabs model). The following challenge deals specifically with the shear wall of size 300x1500 at grid A-11 in the structural 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.

ans:

Aim:

To run the analysis and design the RCC shear walls shown in the etabs model.

procedure:

1) Open the G+6 ETABS file and analyze the file

2) After the analysis click Concrete frame design

3) We Need to check there is any failures are there

4) Now Click Shear wall design tool and select Display info and choose PM failure

5) Click any wall and check the details

6) Hence there are no failure occurs all the values of reinforcement ratio is within 4%

7) Go to concrete frame design and Click Display design info

8) Now Choose Shear reinforcing and again Go to concrete frame design

9) Click Display design info select Pier edge or boundary zone width

10) Choose Pier longitudinal reinforcing in design info

results

calculations: