| Author |
Message |
 Topic: Please clarify |
sarfaraj.husain
Replies: 27
Views: 11842
|
 Forum: SEFI General Discussion Posted: Fri Jul 05, 2013 5:18 am Subject: Please clarify |
| to be more precisely as per the basics of staad a beam is defined between two supports instead of nodes.for same loading analysis results will be same..... either be it single beam supported at ends o ... |
| Topic: connection modeling in STAAD |
sarfaraj.husain
Replies: 37
Views: 28669
|
Forum: SEFI General Discussion Posted: Mon Apr 01, 2013 9:23 am Subject: connection modeling in STAAD |
| whether foundation is resting on rock/hard strata or medium soil ....it is purely based on the report submitted by geotech consultant....for prelimnary design point of view some tips can be taken from ... |
| Topic: SCOPE FOR WOMEN IN CIVIL FIELD |
sarfaraj.husain
Replies: 84
Views: 30390
|
Forum: SEFI General Discussion Posted: Sat Feb 09, 2013 5:44 am Subject: SCOPE FOR WOMEN IN CIVIL FIELD |
Mr. Alok
not justified....you have just pointed the word "prestige issue" from my mail.......have you read my complete mail......nowhere i have discouraged or advised Vetrikarasi to cho ... |
| Topic: SCOPE FOR WOMEN IN CIVIL FIELD |
sarfaraj.husain
Replies: 84
Views: 30390
|
Forum: SEFI General Discussion Posted: Fri Feb 08, 2013 5:36 am Subject: SCOPE FOR WOMEN IN CIVIL FIELD |
To Vetrikarasi
it appears Sangeeta ji is making it as prestige issue that female are not inferior to males & giving sentimental advise to her....& the way she opposes the views of much se ... |
| Topic: Effective length of steel column |
sarfaraj.husain
Replies: 33
Views: 28710
|
Forum: SEFI General Discussion Posted: Thu Dec 20, 2012 5:57 am Subject: Effective length of steel column |
agree with Mr. NS .......
......it is guided by axial force....
buckling is purely a local behaviour of any particular member( based on its stiffness)..........& is related to its effecti ... |
| Topic: How Tall Building (No. of Storeys) We Should Prefer in India |
sarfaraj.husain
Replies: 7
Views: 14319
|
Forum: E-Conference on Tall Buildings Posted: Sat Dec 01, 2012 7:40 am Subject: How Tall Building (No. of Storeys) We Should Prefer in India |
| fantastic ( & to the point) posting by Mr. Mehrotra .....shows his rich experience in design & detailing of multistorey rcc structures...would like to get some more from him ( his exp .regardi ... |
| Topic: Time period-Tall Building Design |
sarfaraj.husain
Replies: 16
Views: 25312
|
Forum: E-Conference on Tall Buildings Posted: Wed Nov 28, 2012 4:46 am Subject: Time period-Tall Building Design |
Mr. Gautam
i 100% agree with your post that "T" is a function of mass & stiffness........and it can be carried out only by any software like staad etc ...( for > 3x3)......
th ... |
| Topic: Time period-Tall Building Design |
sarfaraj.husain
Replies: 16
Views: 25312
|
Forum: E-Conference on Tall Buildings Posted: Tue Nov 27, 2012 7:21 am Subject: Time period-Tall Building Design |
in continuation to my trailing mail..........
for h >300m "T" goes on increasing..... (in general)
..........how to caliberate such flexibility with " Sa/g" for analysis ... |
| Topic: Time period-Tall Building Design |
sarfaraj.husain
Replies: 16
Views: 25312
|
Forum: E-Conference on Tall Buildings Posted: Tue Nov 27, 2012 6:27 am Subject: Time period-Tall Building Design |
dear all
consider a tall building of height h =300m
time pd. T =0.075*300^0.75 =5.4 secs
how to get Sa/g ..........as per 1893-2002 all formula valid for T<= 4.00 secs...
if it is c ... |
| Topic: How Tall is Tall? |
sarfaraj.husain
Replies: 4
Views: 8356
|
Forum: E-Conference on Tall Buildings Posted: Mon Nov 26, 2012 7:32 am Subject: How Tall is Tall? |
| no doubt base isolation is very effective technique......but it is very costly.....i doubt any building in india is having this facility...(not sure one newly constructed hospital in ahmedabad having ... |
| |
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