The live load to be considered for an inacessible roof, is

- 1
  
  Nil
- 2
  
  $75 k g / m^{2}$
- 3
  
  $150 k g / m^{2}$
- 4
  
  $200 k g / m^{2}$

Display Comments

Leave a comment

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