www.sefindia.org

STRUCTURAL ENGINEERING FORUM OF INDIA [SEFI]
 Forum SubscriptionsSubscriptions DigestDigest Preferences   FAQFAQ   SearchSearch   MemberlistMemberlist   UsergroupsUsergroups  RegisterRegister FAQSecurity Tips FAQDonate
 ProfileProfile   Log in to check your private messagesLog in to check your private messages   Log in to websiteLog in to websiteLog in to websiteLog in to forum 
Warning: Make sure you scan the downloaded attachment with updated antivirus tools  before opening them. They may contain viruses.
Use online scanners here and here to upload downloaded attachment to check for safety.

WIND LOAD ASSIGNMENT IN ETABS

 
Post new topicReply to topic Thank Post    www.sefindia.org Forum Index -> Speak Out Box
View previous topic :: View next topic  
Author Message
9966175733
SEFI Member
SEFI Member


Joined: 27 Sep 2018
Posts: 1
PostPosted: Thu Sep 27, 2018 10:01 am    Post subject: WIND LOAD ASSIGNMENT IN ETABS Reply with quote
Please suggest me that how to calculate WINDWARD COEFFICIENT (Cp)  AND LEEWARD WIND  COEFFICIENT (Cp) IN ETABS "WIND LOAD PATTERN".
BY SELECTING "EXPOSURE FROM EXTENTS OF DIAPHRAGMS" OPTION. AS PER "IS 875:2015"



From
PURNACHANDRA RAO
STRUCTURAL ENGINEER


Thursday, September 27, 2018 - 2:09 pm.
Back to top
View user's profile Send private message
Display posts from previous:   
Post new topicReply to topic Thank Post    www.sefindia.org Forum Index -> Speak Out Box All times are GMT
Page 1 of 1

 

 
Jump to:  
You cannot post new topics in this forum
You cannot reply to topics in this forum
You cannot edit your posts in this forum
You cannot delete your posts in this forum
You cannot vote in polls in this forum
You cannot attach files in this forum
You can download files in this forum


© 2003, 2008 SEFINDIA, Indian Domain Registration
Publishing or acceptance of an advertisement is neither a guarantee nor endorsement of the advertiser's product or service. advertisement policy