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 51 matches
www.sefindia.org Forum Index
Author Message
  Topic: stiffness modifiers for beams and columns
jagan0819

Replies: 2
Views: 1047

PostForum: SEFI General Discussion   Posted: Wed Jul 29, 2020 5:31 am   Subject: thank u sir for ur response
Dear Jagan,

I understand your point. I will try to answer as clearly as possible.

Stiffness, by definition, it is the load per unit deformation. And at any frame joint, the moment distribution h ...
  Topic: stiffness modifiers for beams and columns
jagan0819

Replies: 2
Views: 1047

PostForum: SEFI General Discussion   Posted: Thu Jul 09, 2020 12:27 pm   Subject: stiffness modifiers for beams and columns
hi sefians

i have analysed a framed structure with stiffness modifier-1 and for the same i have given stiffness modifier(0.35 for beams & 0.7 for columns) and when i compare results ,,

1) th ...
  Topic: connection of columns at plinth level and floor level with beams
jagan0819

Replies: 2
Views: 1296

PostForum: SEFI General Discussion   Posted: Wed Feb 26, 2020 10:28 am   Subject: connection of columns at plinth level and floor level with beams
hi sefians

i have a doubt in modelling of a structure(G+1) in staad ,i.e should all the columns at plinth level and floor level(in both directions) get connected with beams. if yes is there any spe ...
  Topic: Magic Program for RCC Column Design -Android Verson
jagan0819

Replies: 4
Views: 1803

PostForum: SEFI General Discussion   Posted: Sun Nov 03, 2019 2:19 pm   Subject: regarding program for column design
[FONT=Verdana, Arial, Helvetica, sans-serif][HIGHLIGHT=#dee3e7]Dear Sir,[/HIGHLIGHT][/FONT]
[FONT=Verdana, Arial, Helvetica, sans-serif][HIGHLIGHT=#dee3e7]Please find below the email id and mobile nu ...
  Topic: regarding combined footing design of slab beam type
jagan0819

Replies: 2
Views: 1326

PostForum: Freshers' Zone   Posted: Wed Oct 23, 2019 1:50 pm   Subject: thank u for valuable suggestion sir
thank u sir
  Topic: regarding combined footing design of slab beam type
jagan0819

Replies: 2
Views: 1326

PostForum: Freshers' Zone   Posted: Tue Oct 22, 2019 10:18 am   Subject: regarding combined footing design of slab beam type
dear sefians

we are designing a combined footing of slab beam type for two columns which are in horizontal orientation in plan, we are having a doubt whether the width of beam should be greater t ...
  Topic: provision of reinforcement in columns
jagan0819

Replies: 3
Views: 1782

PostForum: SEFI General Discussion   Posted: Tue Sep 24, 2019 5:12 am   Subject: thank u for valuable suggestion sir
Does the requirement of 3200 sq-mm of steel occur at the base of the FF column ? If so, neither placing the extra bars at the base, nor lapping them with existing bars will suffice. One method will be ...
  Topic: provision of reinforcement in columns
jagan0819

Replies: 3
Views: 1782

PostForum: SEFI General Discussion   Posted: Mon Sep 23, 2019 3:55 am   Subject: provision of reinforcement in columns
hi sefians

we are designing another floor for a office building (which has only ground floor)
and the issue is for column which is located in ground floor(existing floor) has 8 nos-20mm dia bars a ...
  Topic: wind load application in etabs
jagan0819

Replies: 0
Views: 1200

PostForum: SEFI Web Site Problems/ Login/Registration Issues   Posted: Sun Sep 15, 2019 3:22 pm   Subject: wind load application in etabs
hi sefians
i have analysed for wind loads in etabs(by using cladding and exposure to shell option) and i got lateral load distribution


my doubts in etabs is i have given Cp value i.e 1.22 in wi ...
  Topic: design of pile reinforcement
jagan0819

Replies: 7
Views: 2908

PostForum: SEFI General Discussion   Posted: Mon May 06, 2019 3:29 am   Subject: thank u for ur valuable suggestion
dear

sundarrao, s arunkumar, abhio

thank u for your valuable suggestions
 
Page 1 of 6 Goto page 1, 2, 3, 4, 5, 6  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