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  Topic: Column design w/eccentric beams
srini66

Replies: 4
Views: 2881

PostForum: SEFI General Discussion   Posted: Tue Jul 11, 2017 6:53 am   Subject: Column design w/eccentric beams
Dear Sir

For a two story building shear force of 1000kn looks quite higher. Please check all the geometrical, material, and load inputs.

If all data are in order i feel providing a shear wall w ...
  Topic: SUGGESTED Z PURLIN SPACING
srini66

Replies: 1
Views: 1319

PostForum: SEFI General Discussion   Posted: Mon Apr 24, 2017 9:34 am   Subject: SUGGESTED Z PURLIN SPACING
Dear Friends

I would like to know the probable spacing of "Z" purlin Z200x2.0 with one sag rod used for supporting metacolour sheet. We have suggested 1.44mc/c, but contractor is saying t ...
  Topic: RCC column with Axial Load and Biaxial moment (As per IS:456
srini66

Replies: 43
Views: 64852

PostForum: SEFI General Discussion   Posted: Thu Mar 31, 2016 10:46 am   Subject: PL. MAIL THE COLUMN EXCEL SHEET
yes friends
i have that spreadsheet
give me your email id i will post it to you



Dear Mr. Hitesh

Kindly mail also the column design excel sheet to sdc.cad@gmail.com

Regards
K.L SRINIVA ...
  Topic: Dead load in a buliding system
srini66

Replies: 6
Views: 4157

PostForum: SEFI General Discussion   Posted: Mon May 26, 2014 8:57 am   Subject: Dead load in a buliding system
Dear Sir

In the equation which you have quoted as wlx^2/2*(1-1/3*(lx/ly)^2)

the term lx^2 should be lx only .

I think the Simplified equation will be
wlx/6(3-(lx/ly)^2) / unit length of l ...
  Topic: How to derive load from load combination for foundation size
srini66

Replies: 8
Views: 4163

PostForum: SEFI General Discussion   Posted: Tue Nov 05, 2013 12:22 pm   Subject: How to derive load from load combination for foundation size
0.9 Dl +1.5 WL is for stability limit state and not for design.

Dear Mr. Vipul

If you are very particular on this Load combination i feel you can try this for a given column

Take the reaction ...
  Topic: 5-storey building collapses in Mumbai, more than 25 feared t
srini66

Replies: 21
Views: 11340

PostForum: SEFI General Discussion   Posted: Tue Oct 29, 2013 10:27 am   Subject: Re: 5-storey building collapses in Mumbai, more than 25 fear


Any building constructed should have Good Construction team and Experienced Supervisor. Giving Perfect and correct Str. design will not stop the building to collapse. The construction team plays ...
  Topic: one way shear check in pilecap design
srini66

Replies: 10
Views: 11282

PostForum: SEFI General Discussion   Posted: Sat Aug 31, 2013 10:30 am   Subject: Re: one way shear check in pilecap design
One way shear is taken at the distance of 'd' if the footings are directly in (Full) contact with soil. Since the pile caps will not always have full contact with soil i think the shear is checked at ...
  Topic: Isolated Tapered Footing
srini66

Replies: 15
Views: 19049

PostForum: SEFI General Discussion   Posted: Sat Aug 31, 2013 10:25 am   Subject: Re: Design of Isolated footing Design in Excell
Please find attachement on Isolated footing design in excell sheet for reference.
V.M.RAJAN.

Dear Sir

It is nice program and methodical. I think you have used the functions of Excel effecti ...
  Topic: CONCRETE GRADE AT BEAM COLUMN JUNCTIONS
srini66

Replies: 2
Views: 5578

PostForum: SEFI Web Site Problems/ Login/Registration Issues   Posted: Thu Jun 23, 2011 12:53 am   Subject: Re: CONCRETE GRADE AT BEAM COLUMN JUNCTIONS
Thanks sir. Can you send me in brief about the discussion of this topic.
Regards
Srinivas.



HI Er Srinivas,

This topic has already been discussed in SEFI forum. Please browse the forum!
...
  Topic: CONCRETE GRADE AT BEAM COLUMN JUNCTIONS
srini66

Replies: 2
Views: 5578

PostForum: SEFI Web Site Problems/ Login/Registration Issues   Posted: Tue Jun 21, 2011 3:59 pm   Subject: CONCRETE GRADE AT BEAM COLUMN JUNCTIONS
For multistory High Rise buildings the column concrete grade will be higher say M40/M50 compared to the Slab/Beam concrete which will be M25/M30. For 200 wide columns it is impossible to provide colum ...
 
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