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  Topic: K2 FACTOR IN WIND PRESSURE CALCULATION
sravanallaka

Replies: 6
Views: 2611

PostForum: SEFI General Discussion   Posted: Thu Jul 24, 2014 4:02 am   Subject: K2 FACTOR IN WIND PRESSURE CALCULATION
Thank you Mr. Manoj.
  Topic: K2 FACTOR IN WIND PRESSURE CALCULATION
sravanallaka

Replies: 6
Views: 2611

PostForum: SEFI General Discussion   Posted: Tue Jul 22, 2014 5:08 pm   Subject: K2 FACTOR IN WIND PRESSURE CALCULATION
Dear Er. Sravan Allaka
The k2 coefficient is not based on eaves height, but height of each component. For example, consider a Column/wall of 20 m height being designed for wind load. The k2 coeff ...
  Topic: K2 FACTOR IN WIND PRESSURE CALCULATION
sravanallaka

Replies: 6
Views: 2611

PostForum: SEFI General Discussion   Posted: Tue Jul 22, 2014 2:44 pm   Subject: K2 FACTOR IN WIND PRESSURE CALCULATION
Dear All,

i had a doubt in picking up the K2 factor for the wind calculation, i.e. whether we have to consider the Eave height or the Ridge height in an industrial building for the K2 factor.

...
  Topic: Ly Lx in staad for truss frame
sravanallaka

Replies: 4
Views: 2483

PostForum: SEFI General Discussion   Posted: Mon Jun 23, 2014 4:02 am   Subject: Ly Lx in staad for truss frame
Dear bubalan, thanks for the reply....

This truss which i designed as an arch i.e. curved Roof truss frame... as i said earlier i ran a strut tube at every 7 meter interval for the bottom chord of ...
  Topic: Ly Lx in staad for truss frame
sravanallaka

Replies: 4
Views: 2483

PostForum: SEFI General Discussion   Posted: Mon Jun 16, 2014 4:06 am   Subject: Ly Lx in staad for truss frame
can some one replu to this please
  Topic: Ly Lx in staad for truss frame
sravanallaka

Replies: 4
Views: 2483

PostForum: SEFI General Discussion   Posted: Thu Jun 12, 2014 4:39 pm   Subject: Ly Lx in staad for truss frame
Hello all

This doubt is haunting me from few days,
I am designing a truss frame of 85m clr width and 25m clr ridge ht, on rafter top chord the purlins are running continuously at a spacing of 1.5 ...
  Topic: Wind application on Aero Bridge
sravanallaka

Replies: 2
Views: 1275

PostForum: SEFI General Discussion   Posted: Mon Dec 30, 2013 5:36 am   Subject: Wind application on Aero Bridge
Some one help me on this please
  Topic: Wind application on Aero Bridge
sravanallaka

Replies: 2
Views: 1275

PostForum: SEFI General Discussion   Posted: Sun Dec 29, 2013 2:55 pm   Subject: Wind application on Aero Bridge
Dear All,

I am working as a design engineer in one of the noted PEB company, Yesterday i got a task of designing a bridge like a foot over kind, I can take all the respective design considerations ...
  Topic: multi gable frame coefficients in ASCE and MBMA
sravanallaka

Replies: 0
Views: 910

PostForum: SEFI General Discussion   Posted: Fri Dec 13, 2013 11:54 am   Subject: multi gable frame coefficients in ASCE and MBMA
I am wondering about this wind coefficients of a multi gable or multi span frame , they had just given the coefficients for the design of components and cladings.


can any one please explain about ...
  Topic: design engineer job openings for freshers
sravanallaka

Replies: 4
Views: 3496

PostForum: Freshers' Zone   Posted: Mon Jul 02, 2012 10:43 am   Subject: design engineer job openings for freshers
im a b.tech 2012 passed out with 71%...looking out to work as an design engineer
i did my mini and major project on structural designing
can do well with staad
im from hyderabad
so plz inform if ...
 
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