UFC 4-023-03
25 January 2005
Figure 3-1 Schematic of Tie Forces in a Frame Structure
Corner
Column
Ties
Internal Ties
(dotted lines)
Horizontal Tie to
External Column
or Wall
Peripheral Tie
Vertical
(dashed lines)
Tie
Note: The required External Column, External Wall, and Corner Column
tie forces may be provided partly or wholly by the same elements that are
used to meet the Peripheral or Internal tie requirement.
3-3
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