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Reinforcement in a base slab thats not rectangular 1

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JC93

Geotechnical
Aug 7, 2024
6
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.

Capture_3_x2a3lv.png
Capture_t4czim.png
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Thanks in advance
 
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The first one, plus a continuous (lapped) perimeter bar running along the ends of the cut bars.
 
If using literal mesh sheets I'd do something similar to the second one as it's way too much effort for them to cut the sheets to form option 1
Check the buildup thickness at the angle changes as they'll be large and you will probably fuck the cover up

If the 'mesh' is actually discrete bars then I agree with Tomfh, I'd do option 1 and tidy up the perimeter with trimmers
 
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