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  Topic: Please clarify
sarfaraj.husain

Replies: 27
Views: 8920

PostForum: 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: 23764

PostForum: 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: 23091

PostForum: 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: 23091

PostForum: 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: 23957

PostForum: 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: 12015

PostForum: 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: 21095

PostForum: 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: 21095

PostForum: 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: 21095

PostForum: 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: 6740

PostForum: 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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