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Doubt for page No. 07

 
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erram.2010
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Joined: 21 Apr 2019
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PostPosted: Sun Apr 21, 2019 8:04 pm    Post subject: Doubt for page No. 07 Reply with quote

Dear Sir

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

Story Building" Pg.07 one which is avaliable on NICEE.

I am unable to understand how the calculated 1.3.3 Beam and frame load calculations...

(1) Terrace level floor beams :
From slab : what is 2.5 and how reaction of Mason Beam calculated...

Main beams : from slab : what is 0.5 X 2.5



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

Thanks
RAMACHANDRAN S
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syed_A
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Joined: 22 Oct 2011
Posts: 374
Location: Hyderabad

PostPosted: Mon Apr 22, 2019 12:01 pm    Post subject: Reply with quote

Dear Engineer
Floor beams are at equal span (7.5/3), Hence 2.5
They carry half of slab load from either side
and half of total load act as a point load on main beam

For B1 B2 B3 B10 B11 B12 main beam :

The portion of slab on main beam to be considered as 2.5/2, Hence .5x2.5
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