SteelPE
Structural
- Mar 9, 2006
- 2,752
Just received a text from a buddy who lives on LI. He is in the banking industry and has no idea about anything engineering related. He said that they have seen gusts for 109 mph on LI. I was interested in seeing what that equates to in ASCE-7. From what I can tell for a Category II structure you would have a wind speed of 130-140 mph ultimate..... or approx 100-108 mph allowable.
It would seem that they are pushing the limits of the code applied load with gusts that are being measured at 109 mph. Would this be a correct interpretation?
It would seem that they are pushing the limits of the code applied load with gusts that are being measured at 109 mph. Would this be a correct interpretation?