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.

clause 7.2 Table 6 cracked section properties
Goto page Previous  1, 2
 
This forum is locked: you cannot post, reply to, or edit topics.This topic is locked: you cannot edit posts or make replies. Thank Post    www.sefindia.org Forum Index -> E-conference on IS 16700 13th March to 18th March 2018
View previous topic :: View next topic  
Author Message
sangeeta_wij
...
...


Joined: 21 Apr 2016
Posts: 59

PostPosted: Mon Mar 19, 2018 5:32 am    Post subject: clause 7.2 Table 6 cracked section properties Reply with quote

Dear Mr Krishna
You are right and when we have multiple towers connected to a single podium, this needs to be done with an integrated model and for single towers/NTA separately, making it a scaring no of analyses. And then to check which one finally governs the design of a particular member. I wish the software guys become our saviours!!



Best Regards
Sangeeta Wij
President,WISE India
Managing Partner
SD Engineering Consultants LLP
Vice President(North),Indian Association of Structural Engineers,
Fellow and Chartered Engineer, Institution of Engineers
H333 New Rajinder Nagar(Lower Ground Floor),
New Delhi-110060
Ph:9811776210;01145128530


From: Gangisetty Krishna [mailto:forum@sefindia.org]
Sent: 15 March 2018 10:57
To: econf@sefindia.org
Subject: [E-CONF] Re: clause 7.2 Table 6 cracked section properties



Alok sir,

In Table 6 of the code, it is specified that to do the crack section analysis for un-factored and factored load. What is the importance of the un-factored crack section analysis? when will be this analysis governs the section size and reinforcement in the design.

For the crack section is it required to do analysis 4 times with un-factored and factored properties with 2% damping for wind load, 5% damping for Earthquake load. The analysis becomes bit complex or not?

Thank you sir,

With regards,

G V Krishna

Posted via Email
Back to top
View user's profile Send private message
Display posts from previous:   
This forum is locked: you cannot post, reply to, or edit topics.This topic is locked: you cannot edit posts or make replies. Thank Post    www.sefindia.org Forum Index -> E-conference on IS 16700 13th March to 18th March 2018 All times are GMT
Goto page Previous  1, 2
Page 2 of 2

 

 
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 cannot 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