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[HELP] ACI 318-14 to IS 456

 
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engroftheworld
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Joined: 16 Jun 2020
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PostPosted: Tue Jun 16, 2020 4:04 pm    Post subject: [HELP] ACI 318-14 to IS 456 Reply with quote

Hi, I have a project in India, a 2-storey concrete structure and I need an advice as Im about to switch from ACI 318-14 to IS 456(am i right?). Is there much of a difference between two codes? Can anyone show me an example? Because it will be different than to what I've been used to. I just need to know the general notes you put into the plan drawings and the design standards. How about the wind and seismic requirements, do they have their own code? Your help would be much appreciated. Thanks.
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atul_123
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Joined: 29 May 2009
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PostPosted: Tue Jan 21, 2025 9:36 am    Post subject: Re: [HELP] ACI 318-14 to IS 456 Reply with quote

engroftheworld wrote:
Hi, I have a project in India, a 2-storey concrete structure and I need an advice as Im about to switch from ACI 318-14 to IS 456(am i right?). Is there much of a difference between two codes? Can anyone show me an example? Because it will be different than to what I've been used to. I just need to know the general notes you put into the plan drawings and the design standards. How about the wind and seismic requirements, do they have their own code? Your help would be much appreciated. Thanks.



Dear Sefian,

kindly find this link "https://www.sefindia.org/rangarajan/powerptpresentation1to7/1.ACI%20318%20Code%20Comparison%20with%20IS456-2000.ppt"

also attaching the comparison for your reference



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1.ACI 318 Code Comparison with IS456-2000.ppt
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