Wind load calcs
Im a Fenestration tester and am looking for anyone who might be able to help to figure out an equation for us.
This is from our test standard...
NOTE 5: For the purposes of this document, SEI/ASCE 7-05, Equation 6-15 may be simplified to qz (psf) = V2 0.00256• (mph) for all exposure “B” buildings with specimen heights less than 104 feet above grade or all exposure “C” buildings with specimen heights less than 33 feet above grade.
Theres more, but hopefully this gets the ball rolling.