www.www.buonovino.com

年代TRUCTURAL ENGINEERING FORUM OF INDIA [SEFI]

Forum Subscriptions年代ubscriptionsDigestDigest PreferencesFAQFAQ年代earch年代earchMemberlistMemberlistUsergroupsUsergroupsRegisterRegisterFAQ年代ecurity 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.

quarry regarding sap 2000 RCC building Model Analysis

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.www.buonovino.com Forum Index->E-conference on Durability of Concrete - Feb 27 to March 11 - 2012
View previous topic::View next topic
Author Message
noentry
年代EFI Member
年代EFI Member


Joined: 28 Oct 2011
Posts: 18

PostPosted: Sun Mar 04, 2012 9:47 amPost subject: quarry regarding sap 2000 RCC building Model Analysis Reply with quote

Dear Sirs,

I have some quarry regarding sap 2000 RCC building Model Analysis and waiting for your valuable comments.

1. I apply User coefficient for quake load of factor about (0.0Cool, should I expect the base share provided by the sap 2000results to be equal with the sum of Auto Seismic Loads to Horizontal Diaphragms?Actually it is equal when I don�t apply mesh in slab and beam- column. But when I apply mesh in slab (Area) or beam-column (frame) the sum of Auto Seismic Loads to Horizontal Diaphragms in of all level becomes less than base share!!!!Please have your valuable comment on this matter? Actually more the finer mesh size the larger reduction in sum of seismic loads to horizontal diaphragms obtained??? Shouldn�t the sum of horizontal seismic load be equal to Base Share????? Why so? Note: sum of seismic load to all points is equal to the base share!!!!!!!!!!! But sum of seismic load to diaphragms is not equal????? (Here attached excel sample file). Should I apply seismic load separately?

2.我想知道是关于�assigning the frame end length offset!!! � my results are very different when I assign beam and column with �automatic from connectivity� and with �no offset!!!! �actually I found the % of reinforcement being very different in floors column!!! What value of rigid zone value should be apply for RCC frame? �Zero rigid value Ok???� see uploaded a data with assigning the frame with end offset in beam-column and without end offset and also offset in beam only, offset in column only!!!!!!


3. When I provide Z beam in staircase the column joining to this Z beam always have more reinforcement!!!! Is this is because of short column effect?

4. Is it better to divide the frame/area or mesh the frame/area? I have never used divide option!



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.
结束偏移量在梁柱和没有结束偏移量.txt
Description:
结束偏移量在梁柱和没有结束偏移量

Download
Filename: 结束偏移量在梁柱和没有结束偏移量.txt
Filesize: 1.41 KB
Downloaded: 1001 Time(s)


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.
Desktop.rar
Description:
check

Download
Filename: Desktop.rar
Filesize: 75.08 KB
Downloaded: 1059 Time(s)

Back to top
View user's profile年代end 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.www.buonovino.com Forum Index->E-conference on Durability of Concrete - Feb 27 to March 11 - 2012 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