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Author Message
  Topic: soft storey
nikhilagrawal

Replies: 12
Views: 17733

PostForum: SEFI Web Site Problems/ Login/Registration Issues   Posted: Mon Nov 03, 2014 7:39 am   Subject: soft storey
[FONT=Verdana, Arial, Helvetica, sans-serif][HIGHLIGHT=#efefef]IS:1893, Cl.4.20:- "Soft Storey: It is one in which the lateral stiffness is less than 70 percent of that in the storey above or les ...
  Topic: ETABS MATERIAL EMAILED TO YOU GUYS
nikhilagrawal

Replies: 49
Views: 18994

PostForum: SEFI General Discussion   Posted: Mon Oct 21, 2013 2:30 pm   Subject: ETABS MATERIAL EMAILED TO YOU GUYS
[FONT=Verdana, Arial, Helvetica, sans-serif][HIGHLIGHT=#efefef]Dear Abhishek, [/HIGHLIGHT][/FONT]


[FONT=Verdana, Arial, Helvetica, sans-serif][HIGHLIGHT=#efefef]Thank you very much for sending me ...
  Topic: ETABS
nikhilagrawal

Replies: 330
Views: 135712

PostForum: SEFI General Discussion   Posted: Fri Sep 27, 2013 2:09 pm   Subject: ETABS
I have a huge stock of materials to help people learn etabs. If u can share your email id then I can mail them to you.



[FONT=Verdana, Arial, Helvetica, sans-serif][HIGHLIGHT=#dee3e7]Dear Mr. a ...
  Topic: ETABS
nikhilagrawal

Replies: 330
Views: 135712

PostForum: SEFI General Discussion   Posted: Fri Sep 27, 2013 1:27 pm   Subject: ETABS
[FONT=Verdana, Arial, Helvetica, sans-serif][HIGHLIGHT=#dee3e7]Dear Mr. abhishek [/HIGHLIGHT][/FONT]

[FONT=Verdana, Arial, Helvetica, sans-serif][HIGHLIGHT=#dee3e7][IMG]images/smiles/icon_smile.gif ...
  Topic: STAAD. PRO
nikhilagrawal

Replies: 634
Views: 500219

PostForum: SEFI General Discussion   Posted: Wed Apr 10, 2013 8:12 pm   Subject: SEISMIC ANALYSIS OF BUILDING USING STAADPRO
Respected Sir,

while desiging the G+5 building in staadpro i got the same area of steel at all floors of column...........what i do for it .pls help me for it.....i am attached here file.
  Topic: SEISMIC ANALYSIS OF BUILDING USING STAADPRO
nikhilagrawal

Replies: 0
Views: 2446

PostForum: SEFI Web Site Problems/ Login/Registration Issues   Posted: Wed Apr 10, 2013 8:04 pm   Subject: SEISMIC ANALYSIS OF BUILDING USING STAADPRO
While Designing G+5 building in staadpro i got the same area of steel in case of column design from 2nd floor to 5th floor. Is there any mistake during designing.......pls help me to find out this pro ...
 
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