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Author Message
  Topic: Combined Axial tension and biaxial moment in
Shahid Goundi

Replies: 1
Views: 1459

PostForum: SEFI General Discussion   Posted: Wed Nov 14, 2018 6:25 am   Subject: Combined Axial tension and biaxial moment in
Dear Mr Ahmed

Refer SP 16 interaction curve for combined Axial tension and Bending
  Topic: Modelling Masonry wall in Staadpro
Shahid Goundi

Replies: 4
Views: 2597

PostForum: New Members make Test Posts   Posted: Tue Jul 17, 2018 5:39 am   Subject: Modelling Masonry wall in Staadpro
Dear Mr Udayakumar

Please refer the attach paper for modelling the masonry as strut
  Topic: Modelling Masonry wall in Staadpro
Shahid Goundi

Replies: 4
Views: 2597

PostForum: New Members make Test Posts   Posted: Mon Jul 09, 2018 4:41 am   Subject: Modelling Masonry wall in Staadpro
Dear Mr Udayakumar,
modelling block masonry as wall element is not an correct option. You can model it as diagonal strut. Refer IS 1893:2016 for reference
  Topic: Compression and Tension Development Length
Shahid Goundi

Replies: 1
Views: 1325

PostForum: SEFI General Discussion   Posted: Mon Jun 11, 2018 5:40 am   Subject: Compression and Tension Development Length
Dear Er Ajith
Usually top bars are subjected to tension due to hogging bending moment at support hence development length for tension is provided for top bars.
And during earthquake both top and bot ...
  Topic: Shear Wall Foundation design in Safe
Shahid Goundi

Replies: 0
Views: 1087

PostForum: SEFI General Discussion   Posted: Tue Feb 27, 2018 11:47 am   Subject: Shear Wall Foundation design in Safe
Dear Sefian,
Can someone guide me the procedure for designing shear wall foundation in SAFE. There is a huge moment in shear wall and I have calculated sizes manually and I need a very large size for ...
  Topic: Net SBC or Gross SBC
Shahid Goundi

Replies: 0
Views: 2307

PostForum: SEFI Web Site Problems/ Login/Registration Issues   Posted: Thu Feb 15, 2018 10:48 am   Subject: Net SBC or Gross SBC
Hello All
I am designing footings for a structure. Net SBC of the site is 22 T/m2 at 3m from ground level as per soil report. So we are keeping footing at 3m from ground level. While designing I have ...
  Topic: Design of Mechanical anchor fastner
Shahid Goundi

Replies: 3
Views: 2410

PostForum: SEFI General Discussion   Posted: Wed Sep 27, 2017 7:16 am   Subject: Design of Mechanical anchor fastner
Thanks a lot Dr. N. Subramanian Sir and N. Prabhakar sir
  Topic: Design of Mechanical anchor fastner
Shahid Goundi

Replies: 3
Views: 2410

PostForum: SEFI General Discussion   Posted: Thu Sep 21, 2017 4:59 am   Subject: Design of Mechanical anchor fastner
Dear All
I need to design a mechanical anchor fastener for supporting a steel structure to an existing concrete structure.
I need to know how to calculate the tension and shear carrying capacity of ...
  Topic: shear wall location
Shahid Goundi

Replies: 7
Views: 4616

PostForum: SEFI General Discussion   Posted: Wed Aug 09, 2017 5:58 am   Subject: shear wall location
I agree with Dr Subramanian Sir, Structurally it is advisable to provide shear wall at periphery of the building. However Inner core such as Staircase and lift cores can be treated as shear wall provi ...
  Topic: Foundaion on Black Cotton Soil
Shahid Goundi

Replies: 6
Views: 4271

PostForum: SEFI General Discussion   Posted: Mon Jul 24, 2017 6:40 am   Subject: Foundaion on Black Cotton Soil
hi, you better to check soil reports nearby area.AS FOR YOUR INFORMATION UNDER REAMED PILE FOUNDATION IS BEST OPTION AND ECONOMICAL ALSO.

NAGA


Thank You Sir for the suggestion
 
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