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chevron bracing frames

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  Is anyone knows  if the beam column connections hase to be
  moment connection or not
the UBC section 2211.8.4.1 for chevron bracing
#2 -states that the beam intersected by chevron braces shall be
conttinuous between column.
plus if there is no moment connection when you eleminate the braces
the structure become unstable because you have no moment connection at
the column base

thanks for replay in advance

D.A.  P.E.