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Author Message
  Topic: Errors in Column design in Staad.Pro
gpsarathyy

Replies: 4
Views: 1385

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: 3539

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: 6343

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: 6927

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: 4795

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: 2130

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.
  Topic: Building collapse in Bangalore
gpsarathyy

Replies: 8
Views: 7419

PostForum: SEFI General Discussion   Posted: Mon Oct 10, 2016 7:02 pm   Subject: Building collapse in Bangalore
Dear sefians,

Very well said by Mr Vegad.
Its really pathetic situation having so many talented engineers in this field. Still this happens, because of the bribes, breaking laws and not giving du ...
  Topic: Dynamic analysis of Table top foundation
gpsarathyy

Replies: 3
Views: 3129

PostForum: SEFI General Discussion   Posted: Wed Aug 03, 2016 11:25 pm   Subject: Dynamic analysis of Table top foundation
Aci 351.3R gives the unbalanced force to be considered based on the grade of machines.
Compressor are manufactured to meet the grade 2.5 criteria.
This grade is based on their vibrations during its ...
  Topic: Development Length of Isolated Footing Rebars
gpsarathyy

Replies: 25
Views: 13693

PostForum: SEFI General Discussion   Posted: Sun Nov 22, 2015 6:42 pm   Subject: Development Length of Isolated Footing Rebars
Dear Pallavi,

I understand your concern is shortage of development length in tension:
1. Have you taken the advantage of 100mm bend, which will be contributing to a higher strength compared to t ...
  Topic: Design/Drawing of Blower and Compressor Foundation
gpsarathyy

Replies: 4
Views: 4795

PostForum: SEFI General Discussion   Posted: Sat Nov 21, 2015 6:45 pm   Subject: Design/Drawing of Blower and Compressor Foundation
Compressor foundation block type:

Embeddment depth of block foundation inside the ground plays important role in controlling the amplitude and it increases the natural frequency of the foundation. ...
 
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