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.

Search found 14 matches
www.sefindia.org Forum Index
Author Message
  Topic: Hinge Ap
maulesh

Replies: 0
Views: 1496

PostForum: SEFI General Discussion   Posted: Fri Feb 10, 2017 10:23 am   Subject: Hinge Ap
Dear All,

Presently I am working on Pushover Analysis using ETABS. In ETABS, we need to defined Hinge properties. I have applied Moment-3 (bending only) hinge property in beam. In the below mention ...
  Topic: pushover analysis
maulesh

Replies: 22
Views: 12268

PostForum: SEFI General Discussion   Posted: Wed Oct 26, 2016 4:30 am   Subject: pushover analysis
Dear Sir,

Request to send pushover analysis procedure at below mentioned email id.

maulesh80@yahoo.com

Thanks lot
Maulesh
  Topic: Be Aware of the following latest codes:
maulesh

Replies: 18
Views: 18449

PostForum: SEFI General Discussion   Posted: Fri Sep 09, 2016 4:37 am   Subject: Be Aware of the following latest codes:
Dear Sir,

Thanks lot for sharing draft codes.

Maulesh
  Topic: Be Aware of the following latest codes:
maulesh

Replies: 18
Views: 18449

PostForum: SEFI General Discussion   Posted: Tue Sep 06, 2016 5:46 am   Subject: Be Aware of the following latest codes:
Dear Sir,

if possible, please share soft copy of draft amendment.

Thanks
Maulesh
  Topic: composite columns
maulesh

Replies: 2
Views: 2171

PostForum: SEFI General Discussion   Posted: Tue Jul 28, 2015 1:46 am   Subject: composite columns
Dear sir,

Presently i am working on one project where we may need to introduced composite columns due to client,s requirements. I have not design composite columns before.I have read book "DE ...
  Topic: STAAD_COLUMN DESIGN_RF DISTRIBUTION_RFACE COMMAND
maulesh

Replies: 0
Views: 2598

PostForum: Speak Out Box   Posted: Thu Jul 16, 2015 1:31 am   Subject: STAAD_COLUMN DESIGN_RF DISTRIBUTION_RFACE COMMAND
Dear All,

Presently we are working on high rise tower. Building is analyzed using STAAD & design is also done through STAAD. In column design, we need to mentioned Reinforcement distribution ( ...
  Topic: Autogenous shrinkage-as per IRC-112
maulesh

Replies: 0
Views: 2923

PostForum: Dams and Bridges   Posted: Thu Jul 24, 2014 2:58 am   Subject: Autogenous shrinkage-as per IRC-112
Dear All,

presently i am dealing with post tensioned girder design. For pre-stress losses, we need to consider shrinkage loss. As per IRC:112-2011, we need to check shrinkage loss due to drying sh ...
  Topic: Regarding Response Reduction factor
maulesh

Replies: 5
Views: 3188

PostForum: SEFI General Discussion   Posted: Fri Jul 04, 2014 2:34 am   Subject: Regarding Response Reduction factor
Dear ER,

Response reduction factor is measure of ductility of structural system. If we take higher R value then we have lesser seismic force by considering higher ductility.

We have to carefu ...
  Topic: ETABS-STIFFNESS MODIFIERS
maulesh

Replies: 0
Views: 1258

PostForum: SEFI General Discussion   Posted: Wed Jul 02, 2014 12:15 am   Subject: ETABS-STIFFNESS MODIFIERS
[FONT=Verdana,sans-serif][COLOR=#NaNNaNNaN][SIZE=1]Dear All,[/SIZE][/COLOR][/FONT]
[FONT=Verdana,sans-serif][COLOR=#NaNNaNNaN][/COLOR][/FONT]
[FONT=Verdana,sans-serif][COLOR=#NaNNaNNaN][SIZE=1]we h ...
  Topic: stiffness modifiers
maulesh

Replies: 17
Views: 24503

PostForum: SEFI General Discussion   Posted: Tue Jul 01, 2014 11:42 pm   Subject: stiffness modifiers - ETABS application
Dear All,

first i just want to say thanks lot to all for valuable feedback for query.

I think now i have clear that we should consider cracked section for Analysis with service combination + ...
 
Page 1 of 2 Goto page 1, 2  Next
All times are GMT
Jump to:  


© 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