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new wind load chapter

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Skicat

Structural
Joined
Nov 19, 2007
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75
Location
US
I heard a rumor that the wind load chapter of ASCE-7 will be re-written in the next code (ASCE7-11?) to resemble the old UBC method. I'm a young engineer and never used the UBC, but I've heard that it is much simpler to use than the current methods. Has anybody heard such a rumor?
 
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