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 8 matches
www.sefindia.org Forum Index
Author Message
  Topic: references on machine foundations
nsrao_cpwd

Replies: 10
Views: 12916

PostForum: New Members make Test Posts   Posted: Tue Oct 02, 2018 2:00 pm   Subject: Re: references on machine foundations
Dear Ahmed,

Please refer

1)Dynamics in civil engineering by Alexander Major
2)srinivasulu vaidyanathan6)FOUNDATIONS FOR MACHINES: ANALYSIS AND DESIGN by PRAKASH SHAMSHER & PURI VIJAY K
Dea ...
  Topic: Liquefaction in Sulawesi earthquake
nsrao_cpwd

Replies: 1
Views: 1198

PostForum: SEFI General Discussion   Posted: Tue Oct 02, 2018 1:52 pm   Subject: Re: Liquefaction in Sulawesi earthquake
Hi,
Sharing a video link. Poignant to hear the stories of liquefaction at Palu from victims.


  Topic: Slab designing-Provisions for Bent up bar
nsrao_cpwd

Replies: 2
Views: 958

PostForum: SEFI General Discussion   Posted: Mon Oct 01, 2018 10:45 am   Subject: Re: Slab designing-Provisions for Bent up bar
I have to design a slab of span- 6.6m and depth- 1.8m.
Now my doubt is that the same bar will be bent at both end or alternate bar?
Kindly respond as soon as possible.
Thanks
  Topic: Retaining walls
nsrao_cpwd

Replies: 1
Views: 2208

PostForum: SEFI Web Site Problems/ Login/Registration Issues   Posted: Sat Nov 04, 2017 7:40 pm   Subject: Retaining walls
What are the main reasons for failure of stone masonry retaining walls?
  Topic: STAAD Pro Doubt
nsrao_cpwd

Replies: 18
Views: 16100

PostForum: SEFI General Discussion   Posted: Fri Oct 17, 2014 9:32 am   Subject: STAAD doubts
Plz send STAAD file alongwith architectural drawing.so that we can find the actual problem in your model.

N.S.Rao
nsrao_cpwd@yahoo.com
  Topic: STAAD Pro Doubt
nsrao_cpwd

Replies: 18
Views: 16100

PostForum: SEFI General Discussion   Posted: Tue Oct 07, 2014 9:22 am   Subject: STAAD doubts
(1) Do course in STAAD.They will explain all the fundamentals of STAAD.


(2) you go through Bentley Website. Most of your doubts will be cleared.


Your points

(1) STAAD is time tested. Y- ...
  Topic: Can we release the main beams at columns?
nsrao_cpwd

Replies: 4
Views: 2881

PostForum: SEFI General Discussion   Posted: Mon Feb 17, 2014 4:20 pm   Subject: Can we release the main beams at columns?
In one building design of G+3 main beam ends are released at many places.And secondary beam ends are not released. What is the effect on the structure if main beams are release.I have enclosed the mod ...
  Topic: End Releases in Beam to Beam
nsrao_cpwd

Replies: 8
Views: 5222

PostForum: SEFI General Discussion   Posted: Wed Jan 08, 2014 4:04 pm   Subject: Re: End Releases in Beam to Beam
Dear All,

In a concrete frame I have some beams running into other beams (beam to beam connection). Shall I release the m33 moment at the ends of the secondary beams or not?
If I do not release th ...
 
Page 1 of 1
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