AaronMcD
Structural
- Aug 20, 2010
- 273
For end connections of repetitive simple span members subject to C&C wind load, would you use half the length squared divided by three, or the full length squared divided by 3 to determine wind pressure?
[(L/2)^2]/3
or
(L^2)/3
[(L/2)^2]/3
or
(L^2)/3