pete600
Structural
- May 25, 2013
- 34
I have a structure that is 20' square, about 15' high without a roof. The walls will have diagonal braces with vertical posts spaced as required. The vertical posts are anchored to concrete on the bottom and to a wale on the top. The wale will transfer the horizontal load to the diagonal braces. There is louver cladding.
I think that ASCE EQ 6-28 (Section 6.5.14) is applicable.
Also assuming EQ 6-28 is correct, I believe Figure 6-21 should be use to determine Cf.
Can someone confirm using EQ 6-28 & Figure 6-21?
Thanks in advance!
"God grant me the serenity, to accept the things I cannot change, the courage to change the things I can, and the wisdom to know the difference" -Reinhold Niebuhr
I think that ASCE EQ 6-28 (Section 6.5.14) is applicable.
Also assuming EQ 6-28 is correct, I believe Figure 6-21 should be use to determine Cf.
Can someone confirm using EQ 6-28 & Figure 6-21?
Thanks in advance!
"God grant me the serenity, to accept the things I cannot change, the courage to change the things I can, and the wisdom to know the difference" -Reinhold Niebuhr