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  • Users: JC93
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  1. JC93

    Reinforcement in a base slab thats not rectangular

    Hi all, Just trying to detail some rebar in a slab that has a non 90deg corner. Does anyone know what I should be doing in this instance thanks? It's either do something really awkward or just keep it a mesh with the end bars a bit awkward. Thanks in advance
  2. JC93

    Precast box culvert on inclined slope

    Hi all, I am currently detailing a precast box culvert, I know I could do it as a bottomless culvert with insitu slabs but would prefer to keep the full box unit to avoid scour issues. The proposed gradient to suit catchment study is 1 in 12 which means the end units lean about 5deg. I know...

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