Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

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!

Gust effect Factor

Status
Not open for further replies.
par060

par060

Structural
Feb 28, 2001
146
I'm having a difficult time determining the G for a flexible structure. My results don't seemto make sense....if I were to use a G=2.0.....would this be conservative in any case?....any thoughts or comments would be appreciated.
 
Replies continue below

Recommended for you

Sort by date Sort by votes
by the way I am useing ASCE 7-02....thanks
 
Upvote 0 Downvote
It too conservative to use 2.0.Please send your e-mail id so that i can send the spread sheet to arrive at gust factor as per ASCE 7- 02.

Thanks
Murali
 
Upvote 0 Downvote
Status
Not open for further replies.

Similar threads

Yousef ZAA
  • Locked
  • Question
ASCE7-16, Application of overstrength factor in Buildings in SDC B
Replies
1
Views
719
RobertHale
RobertHale
meca
  • Locked
  • Question
ASCE 7-10/16 Flexible Gust Factor 1
Replies
1
Views
161
dauwerda
dauwerda
SuG89
  • Locked
  • Question
Response reduction factor for a ribbed dome
Replies
0
Views
122
SuG89
SuG89
bobrouleau
  • Locked
  • Question
ASCE 7-10 Gust-effect factor for flexible structures
Replies
0
Views
214
bobrouleau
bobrouleau
danzrg_05
  • Locked
  • Question
Service Load Factor on PIP and ASCE for Petrochemicals
Replies
1
Views
304
dauwerda
dauwerda

Part and Inventory Search

Sponsor

Back
Top Bottom