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Showing results for tags 'anchorage'.
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Assalam O Alykum Can anybody help on the below. 1. How to calculate the anchorage length of rebar planted on the existing super structural slab (casted). Or it will be as per lock fix material supplier catalogs (for instance Hilti) I read some where in Euro code that it should not be less than 10 times the diameter of rebar. It would be great if can get reference from ACI. 2 One additional small thing I am not considering any bending moment on these pick up or planted columns and release the columns from the existing slab side. I am also attaching pdf sketch for the column for guidance. Thank you PC 1 DETAIL.pdf
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hello sepakistan does anybody have an worked example/design guide on how to design an achorage of steel beam to concrete column? thanks
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Changes in ACI 318 Anchorage Concrete Seismic.pdf
