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NYC Code Basic Wind Speed 98 mph vs ASCE 7-10 (121 X 0.6 = 73 mph)

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PT999

Structural
Oct 3, 2002
150
Section 1609.3 Basic Wind Speed - Is this velocity for ASCE 7-05 or ASCE 7-10
The referenced standards in the back of the code list both!

It appears to be ASCE 7-05 because Section 1609.1.1 - Determination of wind loads references ASCE 7 (no edition stated) references Chapter 6.

Looking at ASCE 7-10, it tells you Chapter 6 for Wind Loads was used in previous editions, now its Chapter 26-31.

So I think I have answered my question. ASCE 7-05

But then when you look at the wind maps in ASCE 7-10 for New York City area you are in 120-130 mph for Category III Exposure C, ATC website says 121 mph Ultimate for my location, but when converting to Allowable (0.6 x 121) wind velocity is just 73 mph.

So which Velocity is correct for New York City. Am I missing something? Of course I will use 98 mph, but I not understanding this difference. Is it just less wind force in the ASCE 2010 edition vs 2005 edition.

It seems to me anecdotally that its wind forces are increasing.





 
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I'm thinking the 0.6 factor would be for wind pressure/force, and the wind speed would be a 0.78 factor = square root of 0.6?
 
The design concept has changes for wind....
Now the wind is a design value including safety factor already

The wind load itself is about the same


best regards
Klaus
 
Jstephen is right, 0.6 is applicable to pressure not wind speeds, you multiply them by (0.6)^.5 to turn them into the old ASD mph values.
 
I will second JStephen's comment.

"It is imperative Cunth doesn't get his hands on those codes."
 
Sponton is correct. since force equals K*0.00256*V^2 you need to multiple speeds by 0.6^0.5 = 0.775 ---> 121*0.775 = 93.72 mph.
 
Read the first paragraph of Chapter 16, Scope - it says that any reference to ASCE7 refers to '05' and only where it specifically references ASCE7-10 do you use 10. Wind is '05 still (seismic is 10)
 
OK- thanks everybody,
I see my mistake, and read the first paragraph.
 
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