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Author Message
  Topic: box culvert
gpsarathyy

Replies: 8
Views: 1292

PostForum: SEFI General Discussion   Posted: Sun Apr 19, 2020 5:44 pm   Subject: box culvert
Harsh,

The culvert seems, to be small for which you can opt the manual design.
Do you have vehicular loading over the top slab ?
In culvert design, whole design governed by the vehicular load ove ...
  Topic: Wind Force
gpsarathyy

Replies: 4
Views: 1600

PostForum: SEFI General Discussion   Posted: Tue Mar 10, 2020 6:04 am   Subject: Wind Force
Thanks NS sir and Buch[FONT=Verdana, Arial, Helvetica, sans-serif][HIGHLIGHT=#dee3e7] Sir. For addressing my query - was useful.[/HIGHLIGHT][/FONT]
[FONT=Verdana, Arial, Helvetica, sans-serif]
[/FON ...
  Topic: Wind Force
gpsarathyy

Replies: 4
Views: 1600

PostForum: SEFI General Discussion   Posted: Mon Feb 24, 2020 5:04 am   Subject: Wind Force
Dear Sefians,

Is there any conversion formula / equation available for converting 3 sec gust wind to 1 minute gust, 10 minute gust, 1 hour gust etc.,

Any international codes covers this conversi ...
  Topic: Importance factor to consider for an institute building as per IS 1893-2016
gpsarathyy

Replies: 2
Views: 1310

PostForum: SEFI General Discussion   Posted: Wed Apr 24, 2019 5:00 pm   Subject: Importance factor to consider for an institute building as per IS 1893-2016
As told by Er. Jayakumar - the values given in the code are the minimum values to be considered. Higher and more appropriate value shall be considered by the engineer/client/owner.
  Topic: Errors in Column design in Staad.Pro
gpsarathyy

Replies: 4
Views: 2632

PostForum: SEFI General Discussion   Posted: Wed Apr 04, 2018 12:57 pm   Subject: Errors in Column design in Staad.Pro
[FONT=Verdana, Arial, Helvetica, sans-serif][HIGHLIGHT=#efefef]Dear Er Amandeep Verma, [/HIGHLIGHT][/FONT]
[FONT=Verdana, Arial, Helvetica, sans-serif][HIGHLIGHT=#efefef]
[/HIGHLIGHT][/FONT]
[FONT= ...
  Topic: RING WALL FOUNDATION
gpsarathyy

Replies: 13
Views: 6520

PostForum: SEFI General Discussion   Posted: Wed Mar 28, 2018 8:21 am   Subject: RING WALL FOUNDATION
Dear Sefian,

Follow the design as per the tank design, try modelling in STAAD pro with plate elements. The structure you have shown is not common and hence you have to do using STAAD pro software o ...
  Topic: Pile cap edge distance
gpsarathyy

Replies: 9
Views: 8976

PostForum: SEFI Web Site Problems/ Login/Registration Issues   Posted: Thu Apr 13, 2017 8:49 pm   Subject: Pile cap edge distance
Dear Sefian,
Minimum edge distance to be maintained between the pile cap and the piles.
In order to provide rebars between the pile and the outer pilecap and considering the cover requirements. It ...
  Topic: Epoxy bonding agent for old concrete to new concrete
gpsarathyy

Replies: 15
Views: 8722

PostForum: SEFI General Discussion   Posted: Wed Mar 15, 2017 7:22 pm   Subject: Epoxy bonding agent for old concrete to new concrete
Mr Karthik,


We have to check the slab for shear due to the loads from pedestal of solar panel supports.
  Topic: Design/Drawing of Blower and Compressor Foundation
gpsarathyy

Replies: 4
Views: 5434

PostForum: SEFI General Discussion   Posted: Mon Oct 10, 2016 7:37 pm   Subject: Design/Drawing of Blower and Compressor Foundation
As given by Mr. VPandya in Aci code
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  Topic: steel beam design
gpsarathyy

Replies: 1
Views: 2556

PostForum: SEFI General Discussion   Posted: Mon Oct 10, 2016 7:14 pm   Subject: steel beam design
Dear Sefian,

For specifiying the lateral restraint, LY and UNL parameters shall be used.
For more details refer to staad manual.
 
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