According to the load factor method, the permissible load (W) on a short column reinforced width longitudinal bars and lateral stirrups, is equal to

- 1
  
  $σ_{c b} . A_{c}$
- 2
  
  $σ_{s t} . A_{t}$
- 3
  
  $σ_{c b} . A_{c} + σ_{s t} . A_{t}$
- 4
  
  $σ_{s t} . A_{c} + σ_{c b} . A_{t}$

Display Comments

Leave a comment

Login at first then you can submit comment. Click here to login.