sail7seas
Structural
- May 17, 2005
- 5
RE: ACI 318-08 Chapter 9.2.1
(b) Where the wind load W has not been reduced by a directionality factor,
it shall be permitted to use 1.3W in place of 1.6W in Eq.(9-4) and (9.6).
Question: If I have a wind tunnel study (by RWDI) may I use 1.3W noted above?
Thank you,
Chris
(b) Where the wind load W has not been reduced by a directionality factor,
it shall be permitted to use 1.3W in place of 1.6W in Eq.(9-4) and (9.6).
Question: If I have a wind tunnel study (by RWDI) may I use 1.3W noted above?
Thank you,
Chris
