Spats on thread507-333478 you mentioned using the PCI design manual to figure the embed capacity. In PCI Design manual 7th edition it's Design Aid 6.15.10 and 6.15.11. If you're doing this for a handrail in a curb or something you have much less concrete in the transverse direction, how do we figure out how much concrete we need pass the embedded section?
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Embedded handrail base capacity
- Thread starter jplay2519
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You would have to check the concrete capicity in the weak direction as shear or tension, and maybe confine it with reinforcing.
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