I was reading the TIA-222G manual and it said that
Section 2.3.2 Strenght Limit State Load Combinations
1. 1.2 D + 1.0 Dg + 1.6 Wo
2. 0.9 D + 1.0 Dg + 1.6 Wo
3. 1.2 D + 1.0 Dg + 1.0 Di + 1.0 Wi + 1.0 Ti
4 1.2 D + 1.0 Dg + 1.0 E
5. 0.9 D + 1.0 Dg + 1.0 E
Exceptions:
1. Temperature effects need...
Hi, I'm a structural eit and I have a lot size that's 80' x 280'. I need at least 300 parking spaces indoors, but because the building is so narrow, it would prove uneconomical for indoor ramped parking. I tried a few configurations already, and for 300 cars, I'll need to go up to 8 stories...
I remember coming across a post in Eng-tips forum asking about an ambiguity in footnote "g" of Table 1604.3 of the IBC 2006 code.
Unfortunately, I couldn't find that thread anymore, so I'm just giving that person a heads up on my finding, as I too, have found this to be very intriguing...
"Wind and Earthquake Resistant Buildings" is a book that I am currently reading. It is authored by Bungale S. Taranath.
When I came across page 9 of the book, I found the following example:
f = V x S /D
The formula, is supposed "...to calculate the frequency of the transverse pulsating...
