www.www.buonovino.com

STRUCTURAL ENGINEERING FORUM OF INDIA [SEFI]
Forum SubscriptionsSubscriptionsDigestDigest PreferencesFAQFAQSearchSearchMemberlistMemberlistUsergroupsUsergroupsRegisterRegisterFAQ安全提示FAQDonate
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.

Help
这s forum is locked: you cannot post, reply to, or edit topics.这s topic is locked: you cannot edit posts or make replies. www.www.buonovino.com Forum Index->Past Discussions Year 2007
View previous topic::View next topic
Author Message
viralcivileng
SEFI Member
SEFI Member


Joined: 26 Jan 2003
Posts: 9
PostPosted: Mon Oct 22, 2007 4:35 amPost subject: Help Reply with quote
Hi, Freinds,
I am currently working on staad. There is option of offset in modelling structure.
Is there any influence of this offset on load transfer mechanism?
We are doing one more thing. First we are modelling only frame structure without slab. And then we model the slab by beams of one meter width between beams and we are not giving masterslave. So, i just want to know that is this correct practice?

Why delete messages? Unlimited storage is just a click away.

Posted via Email
Back to top
View user's profileSend private message
viralcivileng
SEFI Member
SEFI Member


Joined: 26 Jan 2003
Posts: 9
Post日发布:我2007年10月22日,4分37秒Post subject: Help Reply with quote
\0\0Hi, Freinds,
I am currently working on staad. There is option of offset in modelling structure.
Is there any influence of this offset on load transfer mechanism?
We are doing one more thing. First we are modelling only frame structure without slab. And then we model the slab by beams of one meter width between beams and we are not giving masterslave. So, i just want to know that this is correct practice.

Bollywood, fun, friendship, sports and more. You name it, we have it.

Posted via Email
Back to top
View user's profileSend private message
sdec
SEFI Regulars
SEFI Regulars


Joined: 26 Jan 2003
Posts: 26
PostPosted: Mon Oct 22, 2007 6:37 pmPost subject: Help Reply with quote
Hi Viral
It will be useful to model with an offset command wherever you feel the load
transfer is happening in such a way, that the load transferring member and
the load accepting member are not concentric,e.g. if your beams are let's
say 300 x 700 mm deep and the columns 600 x 600mm and the beam is flush with
the columns on one side.This way it helps you in modelling in a realistic
manner, inducing automatically whatever additional moments maybe generated
due to eccentric loading.
Secondly, If you are not using the master slave command, it will be better
if you model the slab to ensure a rigid diaphragm action which is important
to ensure that all parallel frames move parallel to each other under
horizontal loads.
Regards
Sangeeta Wij

Posted via Email
Back to top
View user's profileSend private message
Display posts from previous:
这s forum is locked: you cannot post, reply to, or edit topics.这s topic is locked: you cannot edit posts or make replies. www.www.buonovino.com Forum Index->Past Discussions Year 2007 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
Youcanattach 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