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CSI safe v 12 rebar everaging at peaks .

 
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hussam_abslh
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Joined: 16 Sep 2013
Posts: 3

PostPosted: Tue Sep 17, 2013 8:06 am    Post subject: CSI safe v 12 rebar everaging at peaks . Reply with quote

help please;
I am checking on a slab design using safe v12. I am using finite element based due to irregular slab shape. very high steel area is required at peaks If the "Rebar Averaging At Peaks" box is not selected, however much lower values are required when  "Rebar Averaging At Peaks" is selected. what should I do , and how the  "Max. Averaging Width" is calculated or how it must be considered?
Many thanks.
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Vijay Solanki
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Joined: 05 Feb 2012
Posts: 19
Location: Adipur

PostPosted: Fri Jun 19, 2015 10:55 am    Post subject: Reply with quote

as per my opinion, As you will be providing reinforcement per meter, you should average per meter width.
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