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CLAUSE 5.7.1.2_MAXIMUM CONCRETE GRADE
This forum is locked: you cannot post, reply to, or edit topics.这个话题被锁定:你不能edit posts or make replies.Thank Post www.www.buonovino.com Forum Index->E-conference on IS 16700 13th March to 18th March 2018
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hemalmistry
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Joined: 01 Jul 2009
Posts: 70
PostPosted: Tue Mar 13, 2018 9:05 amPost subject: CLAUSE 5.7.1.2_MAXIMUM CONCRETE GRADE Reply with quote
Clause 5.7.1.2 permits maximum concrete grade of M70. For higher grade minimum strain limit is imposed. I want to know from Apla mam or Ranjith sir regarding source of this value. Is it from any international standard or from actual tests carried out in india?

According to clause 5.2.1 of newzealand code NZS 3101-2006, maximum permissible concrete grade in member with limited or ductile plastic region as 70 Mpa (cylindrical). I think approximate equivalent cubical strength is 70/0.8 = 87.5 Mpa.

In IS:13920-1993, axial compressive stress to decide to the member as beam or column was 0.1fck. Which in present code (2016 version) is 0.08fck. According to ACI 318 this limit is 0.1 fc'. I think there was error in IS:13920-1993 which is corrected in IS:13920-2016 after 23 years.

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Hemal Mistry
Surat
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prashant_kapure
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Joined: 17 Jul 2015
Posts: 2
PostPosted: Tue Mar 13, 2018 1:57 pmPost subject: CLAUSE 5.7.1.2_MAXIMUM CONCRETE GRADE Reply with quote
yes nI also have doubt @ point noted

On Tue, Mar 13, 2018 at 2:35 PM, hemalmistry forum@www.buonovino.com)> wrote:
Quote:
Clause 5.7.1.2 permits maximum concrete grade of M70. For higher grade minimum strain limit is imposed. I want to know from Apla mam or Ranjith sir regarding source of this value. Is it from any international standard or from actual tests carried out in india?

According to clause 5.2.1 of newzealand code NZS 3101-2006, maximum permissible concrete grade in member with limited or ductile plastic region as 70 Mpa (cylindrical). I think approximate equivalent cubical strength is 70/0.8 = 87.5 Mpa.

In IS:13920-1993, axial compressive stress to decide to the member as beam or column was 0.1fck. Which in present code (2016 version) is 0.08fck. According to ACI 318 this limit is 0.1 fc'. I think there was error in IS:13920-1993 which is corrected in IS:13920-2016 after 23 years.

Regards
Hemal Mistry
Surat


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This forum is locked: you cannot post, reply to, or edit topics.这个话题被锁定:你不能edit posts or make replies.Thank Post www.www.buonovino.com Forum Index->E-conference on IS 16700 13th March to 18th March 2018 All times are GMT
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