RE: [engineeringcivil] Re: core test failure of 36/20 i.e. 45N/Sqmm
- hi.according to astm c-42 if l/d is 1 then correction facor is 0.87&according to bs-1881;part 120;1983 if l/d is 1 then correction factor is 0.80with best wishesamir khaliq
Date: Tue, 5 Feb 2013 20:30:45 -0800
Subject: Re: [engineeringcivil] Re: core test failure of 36/20 i.e. 45N/SqmmHi,my question is if l/d is 1 whats the correctin factor? is it .87 or 1?With Best Regards,Subhramanyam Tummi,
From: Sakthi Vel <sweetheart.vel@...>
Sent: Tuesday, 5 February 2013 12:38 PM
Subject: Re: [engineeringcivil] Re: core test failure of 36/20 i.e. 45N/Sqmm
HelloL/d ratio is core cutting L means length d means Dia of core refer is Code 516On Mon, Feb 4, 2013 at 11:49 AM, Yasela Sumanasinghe <yasela_s@...> wrote:In this case my advise is to revisit the design and find out the actual safety margin it has. If the design is marginal design , probably you may have to demolish the structure and replace it. Otherwise , if design has a larger safety margin you can adopt a schemed hammer test to test the concrete consisitany, strength. Then you have to justify that the achieved concrete strength is acceptable forparticular applied loads. In this case you may have to provided a design justification on concrete uls design as well as crack widths, early thermal cracking etc.
B.Sc.Eng. (Hon.), P.G.Dip (Mgt.), M.Sc.(Australia), C.Eng, MIESL
Structural Bridge Engineer
SMEC INTERNATIONAL PVT LTD.