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Richard McGrath, A.M.ASCE


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Posted By Richard McGrath 08-10-2020 03:43 PM
Found In Egroup: Integrated Buildings & Structures
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Hi Justin, I used to use BS8110 and I think there's a similar requirement. The requirement might have more to do with shear and tie forces than moment resistance. Also if the slab is loaded with a point load near the support, there is a steep drop in the moment between the position of the load and ...