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Re: FW: 60,000 psi limit on Reinforceing bars

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This is the reason that the code requires splices to be developed for 125% fy
of the rebar.  This also is evident in many of the seismic provisions of 1921,
UBC 94.

Ted Beckwith.
SFA Associates, Inc
tjb5424744(--nospam--at)aol.com