47
Header
d
epth
d
eflection
Header
s
pan (ft.)
4’
6’
8’
10’
12”
L/480
345
243
156
99
L/360
450
295
190
125
L/240
630
382
236*
153*
18”
L/480
705
388
254
235
L/360
750*
482
302*
281*
L/240
750*
482
302*
281*
24”
L/480
698
582*
368*
350*
L/360
895*
582*
368*
350*
L/240
895*
582*
368*
350*
load Chart 8:
allowable Header loads (plf)
Condition 2–Panel is not Continuous
over opening (splines)
* indicates ultimate load divided b
y 3 for the design capacity
.
In all cases where a concentrated load is placed o
ver on opening or the design loads exceed the capacity of a
panel header
, Premier Insul-Beam II should be used if possible or an engineered header assembly is required.
More infor
mation on this char
t can be found in T
echnical Bulletin #10 (www
.pbssips.com).
SIPs wall panel
spline minimum
6” from edge
of opening
Summary of Contents for Floors
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