BPA827
Structural
- Jan 14, 2008
- 21
My question to all is regarding the Wind Speed-Up Topographic Factor Kzt in the ASCE/SEI 7-05 6.5.7.1 & 6.5.7.2
Is there are simplified way to address this factor? Is this ever just equal to 1 (K1, K2, K3=0)? Is this just applied in specific isolated conditions?
I'm a little confused by how I get the H, Lh, x & z values in Figure 6-4
Thanks for any help!
Is there are simplified way to address this factor? Is this ever just equal to 1 (K1, K2, K3=0)? Is this just applied in specific isolated conditions?
I'm a little confused by how I get the H, Lh, x & z values in Figure 6-4
Thanks for any help!