Residential Tower ♻️
Consist of three Basement, G.Floor & 17 level.
I made Structural analysis and design using #etabs &CSI SAFE ,CSI Column.
Design Codes : ACI-319 , SBC 304.
All Loads is according to  ASCE 7-16, SBC 301-CR-18.

Statical System:

Flat Slab With drop Panel at all Floors except Basements.

At Basement I used Flat Slab With drop panel and Column Head.

I Used Composite Column sections to minimize column sections.

1- Check Story Drift.

2- Check P-Delta Effect.

3- Check Soft Stories.

4- Check CM & CR.

5- Check Irregularity.

6- Check Torsional Irregularity.

7- Check Heavy Story.

8- Check Sliding.

9- Check Overturning.

Determine if the structure need Dynamic Analysis or not.

Dynamic Force should be not less than 95% from the static force according to SBC 301-CR-18.

I Model it using Revit 2020.

- CSI ETABS 2020.

- CSI SAFE 2016.

- CSI Column.

- Revit Structure 2020.

- AutoCAD 2023.

- Microsoft Excel 2021.

Thanks for reading.:)

#seismicdesignAnalysis .
#WindAnalysis  

3D ETABS Model

Raft RFT.

The Three Basement Plans.

Ground Floor Plans.

Typical Floor Plans.

Level 15.

Level 16.