Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

Register Log in
  • Congratulations cowski on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

IBC 2015 - Table 1609.6.2 "NET PRESSURE COEFFICIENTS"

Status
Not open for further replies.
spermar

spermar

Structural
Joined
May 18, 2011
Messages
10
Location
US
Within the area of Windward roof slopes: what is the difference between "Condition 1" and "Condition 2". I can't find a definition. Thank you
 
Sort by date Sort by votes
Does 1609.6.4.3.2 help?
"Where Cnet has more than one value, the more severe wind load condition shall be used for design"
 
Upvote 0 Downvote
Thanks wannabe! I figured to use the most conservative value. My thirst of knowledge was curious of why there were separate values. I found the actual reason for separate values on the internet over the weekend, which was way more in depth than i could have ever imagined.
 
Upvote 0 Downvote
Status
Not open for further replies.

Similar threads

Martin.H
  • Locked
  • Question Question
Pressure Coefficients of Freestanding Wall Adjacent & Adjoining Taller Building
Replies
2
Views
2K
Martin.H
Martin.H
A
  • Question Question
NCSP-2015 to ASCE 7
Replies
1
Views
4K
Trestala
Trestala
reverbz
  • Locked
  • Question Question
Net negative wind pressure on MWFRS sloped roof?
Replies
3
Views
3K
TheDW
TheDW
cbinder
  • Locked
  • Question Question
2015 SDPWS 4.2.7.4 clarification
Replies
3
Views
2K
lexpatrie
lexpatrie
EngDM
  • Locked
  • Question Question
NBCC 2015 Seismic Requirements - Mixing design procedures?
Replies
11
Views
4K
EngDM
EngDM

Part and Inventory Search

Sponsor

Back
Top