ETL 1110-2-534
30 Sep 94
Figure A-2. Railing load distribution data (source: NAAMM)
For uniformly distributed railing loads, the moment
P
L
Mapplied
is calculated as:
K
L2
w
Mapplied
where
K
K
= 4 for one span
where
K
= 5 for two or more spans
A-6
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