www.www.buonovino.com

STRUCTURAL ENGINEERING FORUM OF INDIA [SEFI]
Forum SubscriptionsSubscriptionsDigestDigest PreferencesFAQFAQSearchSearchMemberlistMemberlistUsergroupsUsergroupsRegisterRegisterFAQSecurity TipsFAQDonate
ProfileProfileLog in to check your private messagesLog in to check your private messagesLog 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 topicThank Post www.www.buonovino.com 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 amPost 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 profileSend private message
Display posts from previous:
Post new topicReply to topicThank Post www.www.buonovino.com Forum Index->Speak Out Box All times are GMT
Page1of1



Jump to:
Youcannotpost new topics in this forum
Youcannotreply to topics in this forum
Youcannotedit your posts in this forum
Youcannotdelete your posts in this forum
Youcannotvote in polls in this forum
Youcannotattach files in this forum
Youcandownload 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
Baidu
map