![](https://blogger.googleusercontent.com/img/b/R29vZ2xl/AVvXsEiuR6W4XjrxlaB62KNmpAVMdT3ToZ-Cek3NyxpOXzx8VMlYidzhePfyR8hQxJeeWlJTBZpH0rF91nO7q86KN0s1SeTbwIrnZiG0k5WxxcCuMDPisiRFogOIpVB5T_bU8kmSQSizftIdxeOs/s640/single-column-footing-design.jpg)
This will instruct you with the comprehensive procedures for forming or designing a single square column footing. In this tutorial, an appropriate solution is offered to the subsequent problem:
- Steel grade is equal to fy is equal to 60 Ksi
- Column is equal to 14’’ x 14’’
- fc’ is equal to 4 ksi (for column)
- fc’ is equal to 3 ksi (for footing)
- (service dead load) sD.L is equal to 390 Kips
- (service live load) sL.L is equal to 260 Kips
- Allowable Bearing capacity is equal to qa is equal to 6 ksf 5’ below the grade
- Unit weight of soil = 0.127 k/ft3
To learn the design a single column footing, go through the following video tutorial.
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