Author |
Message |
Topic: Combined Axial tension and biaxial moment in |
Shahid Goundi
Replies: 1
Views: 2717
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Forum: 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: 8686
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Forum: 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: 8686
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Forum: 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: 2644
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Forum: 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: 2024
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Forum: 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: 7713
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Forum: 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: 3701
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Forum: 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: 3701
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Forum: 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: 7159
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Forum: 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: 6491
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Forum: 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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