joengineering
Structural
- Aug 19, 2014
- 59
thread507-273684
I am referencing this thread. I wanted to know if you have to do a durability factor for dead or live loads?
For example,
this LC: .9D + 1.2F + 1.6W + 1.6H
Do I need to determine Sd for each load case within the load combination?
For dead load:
Sd = (phi*60ksi)/(.9*24ksi) = 2.5
Sd*U = .9*2.5D + 1.2*Sd*F + etc..
Thank You
JO
I am referencing this thread. I wanted to know if you have to do a durability factor for dead or live loads?
For example,
this LC: .9D + 1.2F + 1.6W + 1.6H
Do I need to determine Sd for each load case within the load combination?
For dead load:
Sd = (phi*60ksi)/(.9*24ksi) = 2.5
Sd*U = .9*2.5D + 1.2*Sd*F + etc..
Thank You
JO