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  Topic: Sliding & Overturning Checks on Foundations
sriprakash_shastry

Replies: 2
Views: 1704

PostForum: SEFI General Discussion   Posted: Thu Aug 17, 2017 1:50 pm   Subject: Sliding & Overturning Checks on Foundations
Hi

Do you know any book that has this method documented. Further kindly note that the combined footing need not necessarily be rectangular. Appreciate your response to the posting.

Sriprakash
  Topic: Sliding & Overturning Checks on Foundations
sriprakash_shastry

Replies: 2
Views: 1704

PostForum: SEFI General Discussion   Posted: Wed Aug 16, 2017 11:28 am   Subject: Sliding & Overturning Checks on Foundations
Hi

Can someone help me on the availability of published literature on the sliding and overturning checks for large rafts and combined footings with over 4 columns.

I'm unable to find any text bo ...
  Topic: Application of GSDMA guidelines
sriprakash_shastry

Replies: 0
Views: 1556

PostForum: SEFI General Discussion   Posted: Sun Oct 30, 2016 7:20 am   Subject: Application of GSDMA guidelines
Dear All

I'm designing a cylindrical concrete tank with variable diameter. It is about 6.5m diameter at the base and about 12m diameter on top. Can the GSDMA guidelines be applied to such a scenari ...
  Topic: Application of GSDMA guidelines
sriprakash_shastry

Replies: 0
Views: 1479

PostForum: SEFI General Discussion   Posted: Sun Oct 30, 2016 7:16 am   Subject: Application of GSDMA guidelines
Dear All

I'm designing a cylindrical concrete tank with variable diameter. It is about 6.5m diameter at the base and about 12m diameter on top. Can the GSDMA guidelines be applied to such a scenari ...
  Topic: Application of GSDMA Guidelines
sriprakash_shastry

Replies: 0
Views: 1717

PostForum: SEFI General Discussion   Posted: Sun Oct 30, 2016 7:14 am   Subject: Application of GSDMA Guidelines
Dear All

I'm designing a cylindrical concrete tank with variable diameter. It is about 6.5m diameter at the base and about 12m diameter on top. Can the GSDMA guidelines be applied to such a scenari ...
  Topic: Design of steel tanks for seismic action as per Eurocode 8
sriprakash_shastry

Replies: 0
Views: 1119

PostForum: SEFI General Discussion   Posted: Sun Aug 09, 2015 6:01 am   Subject: Design of steel tanks for seismic action as per Eurocode 8
Hi

I'm designing the foundations of a steel tank for seismic action as per Eurocode 8 Part 4. I find that my H/r ratio is 17.2 which is beyond the H/r limits given in Eurocode 8 part 4, Table A.2. ...
  Topic: 1893 Part 4 Need for Base Shear Comparison
sriprakash_shastry

Replies: 2
Views: 2164

PostForum: SEFI General Discussion   Posted: Sat Jan 31, 2015 9:54 am   Subject: 1893 Part 4 Need for Base Shear Comparison
Dear All,

The 1893 Part 4 code deals specifically with Industrial and Stack like structures. I would like to know if the stipulation of comparison of base shear with the static method as suggested ...
  Topic: Deflection of Concrete Chimneys
sriprakash_shastry

Replies: 7
Views: 4467

PostForum: SEFI General Discussion   Posted: Mon Dec 22, 2014 9:15 am   Subject: Deflection of Concrete Chimneys
Dear Mr. Prabhakar,

Thank you for your exhaustive clarification. The interaction has been very helpful.

Kind Regards
Sriprakash
  Topic: Deflection of Concrete Chimneys
sriprakash_shastry

Replies: 7
Views: 4467

PostForum: SEFI General Discussion   Posted: Fri Dec 19, 2014 9:23 am   Subject: Deflection of Concrete Chimneys
Dear Mr. Prabhakar

Many thanks for your response. IS 4998 Part 1 - 1975 has been superceded by IS 4998 Part 1 - 1992 isnt it. How can the old code be valid in such a case. Further, IS 1893 Part 4 g ...
  Topic: Deflection of Concrete Chimneys
sriprakash_shastry

Replies: 7
Views: 4467

PostForum: SEFI General Discussion   Posted: Mon Dec 15, 2014 6:09 am   Subject: Deflection of Concrete Chimneys
Dear All

Does anyone know the allowable deflection at the top of an RCC Chimney as per IS. I have searched the IS 4998 Part1 and have also gone through earlier postings on this forum, but couldn't ...
 
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