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Doubt in Document No.: IITK-GSDMA-EQ26-V3.0

 
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PrachiThube
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Joined: 07 Nov 2008
Posts: 14

PostPosted: Tue Dec 09, 2008 12:12 pm    Post subject: Doubt in Document No.: IITK-GSDMA-EQ26-V3.0 Reply with quote

Dear All

I have doubt in above mentioned document "Design Example Of Six

Story Building" Pg.50  
one which is avaliable on NICEE.

I am unable to understand how the moment Muz is calculated?

I tried on myself and it comes 1381.2 Kn.m.

Will somebody please help me to understand how it is calculated?

Thanks
P. Thube
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Atul
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Joined: 07 May 2008
Posts: 4
Location: Kansas City, USA

PostPosted: Tue Dec 09, 2008 4:01 pm    Post subject: Doubt in Document No.: IITK-GSDMA-EQ26-V3.0 Reply with quote

Hi Prachi,

Please go thru the calculations attached It might help you. The answer is 1449 Kn-m


Thanks

Atul Kulkarni


On Tue, Dec 9, 2008 at 6:12 AM, PrachiThube <forum@sefindia.org (forum@sefindia.org)> wrote:
Quote:
  Dear Sir

I have doubt in above mentioned document "Design Example Of Six

Story Building" Pg.50 one which is avaliable on NICEE.

I am unable to understand how the moment Muz is calculated?

I tried on myself and it comes 1381.2 Kn.m.

Will somebody please help me to understand how it is calculated?

Thanks
P. Thube







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PrachiThube
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Joined: 07 Nov 2008
Posts: 14

PostPosted: Wed Dec 10, 2008 9:56 am    Post subject: Doubt in Document No.: IITK-GSDMA-EQ26-V3.0 Reply with quote

Thanks for answer!

I was dividing the pressure dig. in to rectangle of 216.4 x 1700 and

triangle of 33.6 x 1700. I was wrongly taking resultant of triangle @ 1/3

of 1700 instead of 2/3 of 1700 .

I DO HAV ONE SUGGESTION: Senior members of this forum may not like this type of discussion (being too basic). Shall we have special section on this forum for beginners?

Thanks
P .Thube
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