| Author |
Message |
 Topic: references on machine foundations |
nsrao_cpwd
Replies: 11
Views: 28066
|
 Forum: 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: 2681
|
Forum: 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: 2315
|
Forum: 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: 7609
|
Forum: 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: 25881
|
Forum: 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: 25881
|
Forum: 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: 5152
|
Forum: 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: 7509
|
Forum: 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 ... |
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