dowel length for additional new concrete at bot of exist
dowel length for additional new concrete at bot of exist
(OP)
can someone refer me to how long the dowel should be. should i develop dowel to yield strength both on existing and new?
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dowel length for additional new concrete at bot of exist
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RE: dowel length for additional new concrete at bot of exist
Mike McCann
MMC Engineering
Motto: KISS
Motivation: Don't ask
RE: dowel length for additional new concrete at bot of exist
RE: dowel length for additional new concrete at bot of exist
it was suggested by others here to add dowels for the longitudinal shear instead of just relying on bonding agent.
thanks,
RE: dowel length for additional new concrete at bot of exist
i was able to get enough reference regarding strengthening of RC.
this thread is close as far as i am concerned.
thanks,
RE: dowel length for additional new concrete at bot of exist
BA