UFC 4-023-03
25 January 2005
Figure B-9 Lateral Support For Piers or Stiffened Sections
Pier or stiffened section < 1 m
long, capable of resisting a
Plan
horizontal force of 1.5 Ft, in
kN per meter height
Elevation
Figure B-10 Lateral Support For Substantial Partitions
No
Substantial partition of mass not less
than 150 kg/m2 (30.9 lb/ft2) so tied to
be capable of resisting a horizontal
Plan
force of 0.5 Ft, in kN per meter height
>
and having a length without openings
of not less than H at right angles to
the supported wall.
H
Elevation
B-11
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