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Author Message
  Topic: HOW TO RECRUIT THE RIGHT PERSON FOR THE JOB?
PrachiThube

Replies: 0
Views: 1939

PostForum: Speak Out Box   Posted: Mon Jan 19, 2009 11:41 am   Subject: HOW TO RECRUIT THE RIGHT PERSON FOR THE JOB?
Just For Fun!

Put about 100 bricks in some
particular order in a closed
room with an
open window.

Then send 2 or 3 candidates in
the room and close the door.

Leave them alone and co ...
  Topic: Effect of economical crunch on Structural Engineers!
PrachiThube

Replies: 5
Views: 4268

PostForum: Speak Out Box   Posted: Sat Jan 17, 2009 12:23 pm   Subject: Economical Crunch
Will somebody through some light on Where suddenly all money gone Rolling Eyes
  Topic: Modeling,analysis and design of FLAT SLAB bldg. using STAAD
PrachiThube

Replies: 11
Views: 37671

PostForum: E-Conferences-2008 [ Flat Slab Design issues ]   Posted: Sat Jan 17, 2009 11:48 am   Subject: Modeling,analysis and design of FLAT SLAB bldg. using STAAD
See my STAAD model.
It has incorporated everything you have suggested.
Somebody can see Three-D rendering to have idea (if donít have sufficient time to see the properties and all)

Thanks And Re ...
  Topic: Determination of BASE PRESSURE for a BOX CULVERT
PrachiThube

Replies: 8
Views: 6141

PostForum: SEFI General Discussion   Posted: Sat Jan 10, 2009 6:01 am   Subject: Determination of SBC of foundation soil for a BOX CULVERT
SBC and Base pressure are two different parameters.
  Topic: numbering pattern in STAAD
PrachiThube

Replies: 2
Views: 3076

PostForum: SEFI General Discussion   Posted: Tue Jan 06, 2009 12:25 pm   Subject: Numbering pattern in STAAD
Dear All
One can change the orientation of members at any time by using redefine incidences command (Select the members u want to change the orientations >> go to Tools>> go to Red ...
  Topic: Modeling,analysis and design of FLAT SLAB bldg. using STAAD
PrachiThube

Replies: 11
Views: 37671

PostForum: E-Conferences-2008 [ Flat Slab Design issues ]   Posted: Tue Jan 06, 2009 6:13 am   Subject: Modeling,analysis and design of FLAT SLAB bldg. using STAAD
where is the attachement?

P. Thube
  Topic: Modeling,analysis and design of FLAT SLAB bldg. using STAAD
PrachiThube

Replies: 11
Views: 37671

PostForum: E-Conferences-2008 [ Flat Slab Design issues ]   Posted: Mon Jan 05, 2009 12:48 pm   Subject: Re: Modeling,analysis and design of FLAT SLAB bldg. using ST
Just to simulate rigid diaphragm action.

Please see vipul sirís paper. As per that procedure we have to assign pin support to each column(in order to take 100% base shear by shear wall).

Master ...
  Topic: Modeling,analysis and design of FLAT SLAB bldg. using STAAD
PrachiThube

Replies: 11
Views: 37671

PostForum: E-Conferences-2008 [ Flat Slab Design issues ]   Posted: Mon Jan 05, 2009 10:19 am   Subject: Modeling,analysis and design of FLAT SLAB bldg. using STAAD
Dear All
I have tried to model the flat slab building for analysis for lateral loading (model valid only for column and shear wall design) on my own in absence of any more information.
...
  Topic: Doubt in Document No.: IITK-GSDMA-EQ26-V3.0
PrachiThube

Replies: 2
Views: 3446

PostForum: SEFI General Discussion   Posted: Wed Dec 10, 2008 9:56 am   Subject: Doubt in Document No.: IITK-GSDMA-EQ26-V3.0
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 17 ...
  Topic: Doubt in Document No.: IITK-GSDMA-EQ26-V3.0
PrachiThube

Replies: 2
Views: 3446

PostForum: SEFI General Discussion   Posted: Tue Dec 09, 2008 12:12 pm   Subject: Doubt in Document No.: IITK-GSDMA-EQ26-V3.0
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 ca ...
 
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