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 3460 matches
www.sefindia.org Forum Index
Author Message
  Topic: Article Sent to BEAM
thirumalaichettiar

Replies: 5
Views: 3250

PostForum: Er. T. Rangarajan   Posted: Sun Sep 17, 2017 11:20 am   Subject: Article Sent to BEAM
Basic Span/Depth as per Eurocode.

[COLOR=#FF0000]T.Rangarajan[/COLOR]
  Topic: Guidline for Reconstruction of Houses affected by Tsunami
thirumalaichettiar

Replies: 0
Views: 1368

PostForum: Er. T. Rangarajan   Posted: Sun Sep 17, 2017 11:15 am   Subject: Guidline for Reconstruction of Houses affected by Tsunami
Guidline for Reconstruction of Houses affected by Tsunami.

CONTENT:

1. INTRODUCTION............................................................................................................... ...
  Topic: Upstand beams
thirumalaichettiar

Replies: 11
Views: 13949

PostForum: SEFI General Discussion   Posted: Sun Sep 17, 2017 5:06 am   Subject: Upstand beams
Dear Sefians,
Please refer for UPSTAND BEAM flange width in the experts Er.T.Rangarajan Forum for clarification and details.
  Topic: Effective Flange Width of UPSTAND BEAM
thirumalaichettiar

Replies: 0
Views: 1243

PostForum: Er. T. Rangarajan   Posted: Sun Sep 17, 2017 5:04 am   Subject: Effective Flange Width of UPSTAND BEAM
Plase read the PDF file attached for detail.
Is it useful? Is there any different guided value?

[COLOR=#FF0000]Er.T.RangaRajan.[/COLOR]
  Topic: Upstand beams
thirumalaichettiar

Replies: 11
Views: 13949

PostForum: SEFI General Discussion   Posted: Sun Sep 17, 2017 4:57 am   Subject: Upstand beams
UP-STAND BEAM

What id the EFFECTIVE FLANGE WIDTH for an up stand (inverted beam)? Is any guided value in IS 456-2000? Hope that there is no such guidance in IS code 456.
Please inform.

[COLOR=# ...
  Topic: Happy Engineers Day
thirumalaichettiar

Replies: 26
Views: 18492

PostForum: SEFI General Discussion   Posted: Sun Sep 17, 2017 4:41 am   Subject: Happy Engineers Day
Respected Er.Prabhar,

Really u are blessed by GOD to get a chance to meet such a glorious engineer who was a gift to our country.

God blees u and greetings from me.

[COLOR=#FF0000]Er.T.Rangar ...
  Topic: Article Sent to BEAM
thirumalaichettiar

Replies: 5
Views: 3250

PostForum: Er. T. Rangarajan   Posted: Sun Sep 17, 2017 4:34 am   Subject: Analysis and Design of Reinforced Concrete Elements
Another article to BEAM. Attached for engineer's benefit.
  Topic: Article Sent to BEAM
thirumalaichettiar

Replies: 5
Views: 3250

PostForum: Er. T. Rangarajan   Posted: Sun Sep 17, 2017 4:31 am   Subject: Article Sent to BEAM
Dear Sir,

Thank you very much for posting such a valuable information.


Regards,
Sathya.

Thank u Er.Sathya.
  Topic: Article Sent to BEAM
thirumalaichettiar

Replies: 5
Views: 3250

PostForum: Er. T. Rangarajan   Posted: Thu Sep 14, 2017 6:50 am   Subject: Article Sent to BEAM
One more article on DETAILING (a short one).

[COLOR=#FF0000]T.Rangarajan[/COLOR]
  Topic: STEEL DETAILING IN MAT FOUNDATION
thirumalaichettiar

Replies: 4
Views: 2562

PostForum: SEFI General Discussion   Posted: Thu Sep 14, 2017 3:09 am   Subject: STEEL DETAILING IN MAT FOUNDATION
Dear Er.Rajesh,

First of all check the thickness with respect to strength and stability and deflection aspect.
As a rough guide the main reinforcement is for Mx and the the reinforcement in other ...
 
Page 1 of 346 Goto page 1, 2, 3 ... 344, 345, 346  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