|
|
| |
|
|
|
|
|
|
|
|
|
|
Type
of Loading
|
Panel
height or Span
|
Pounds
/Linear
Foot |
Kilo/Metre
|
Pounds
/Square
Foot |
Kilo/M2
|
Remarks
|
|
| read
* NOTES * below |
FEET-US |
METER |
POUNDS |
KILO |
POUNDS |
KILO |
|
|
Axial
*1
|
8 |
2.438 |
3100
*3 |
4,612.205 |
|
|
|
|
|
12 |
3.658 |
2700
*3 |
4,017.082 |
|
|
|
|
| Axial
*2 |
8 |
2.438 |
2700 |
4,017.082 |
|
|
|
|
|
Transverse
*1
for
Walls, Roof
or
Floor Panels
|
4 |
1.219 |
|
|
89 |
434.5336 |
Wind
or lateral load applied perpendicular to the face of panel
For superimposed roof or floor loads, no increase for duration is
permitted |
|
| 5 |
1.524 |
|
|
79 |
385.7096 |
|
| 6 |
1.829 |
|
|
56 |
273.4144 |
|
| 7 |
2.134 |
|
|
51 |
249.0024 |
|
| 8 |
2.438 |
|
|
40 |
195.296 |
|
|
10 |
3.048 |
|
|
25 |
122.06 |
|
|
|
|
12 |
3.658 |
|
|
16 |
78.1184 |
|
|
|
|
14 |
4.267 |
|
|
12 |
58.5888 |
|
|
|
|
Transverse
*2
for
Wall Panels
only |
8 |
2.438 |
|
|
23 |
112.2952 |
Wind
or lateral load applied perpendicular to the face of wall panels.
The 10' & 12' H panels can be used only for interior walls |
|
|
10 |
3.048 |
|
|
13 |
63.4712 |
|
|
12 |
3.658 |
|
|
10 |
48.824 |
|
|
Racking
shear *1
for
Wall Panels
|
Height/Width |
|
|
|
|
|
|
|
|
| In
continuous panel runs, 1/2" Diameter anchor bolt are required
at each end and at maximum 48" on center at intermediate locations.
Where panels run a maximum of 4'W are encountered, the anchor bolts
are placed at each end of the panel. |
|
| 1.5
or less |
|
330
*3 |
490.977 |
|
|
|
| |
|
|
|
|
|
|
| |
|
|
|
|
|
|
| |
|
|
|
|
|
|
| |
|
|
|
|
|
|
|
|
|
|
Racking
shear *2
for
Wall Panels
|
Height/Width |
|
|
|
|
|
The
lower shear values must be used where intermediates
Height/Width values are encountered |
|
| 1 |
0.305 |
275 |
409.147 |
|
|
|
|
1.5 |
0.457 |
240 |
357.074 |
|
|
|
| 2 |
0.610 |
225 |
334.757 |
|
|
|
| 4 |
1.219 |
170 |
252.927 |
|
|
|
|
Superimposed
Vertical
Load
on
Lintel Beams |
6 |
1.829 |
540 |
803.416 |
|
|
Lintels
are constructed in accordance with figure
6 or 11 |
|
| 8 |
2.438 |
400 |
595.123 |
|
|
|
| |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
French
in Italic Français en italique
|
|
|
|
|
|
|
*
NOTES * |
|
|
|
|
|
|
|
|
|
|
|
|
*1
Minimum 1" Thick Portland Cement on both surfaces
Portland Ciment épaisseure minimum de 25.4mm sur les deux surfaces
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
*2
Minimum
1" Thick Portland Cement with a minimum compressive strenght
of 1,000 psi on one face
and 7/8" thick gypsum plaster on the opposite (interior) face.
Portland Ciment épaisseure minimum de 25.4mm avec force de compression
de 1,000psi (6,896.6 kPa) ou (68.9476 bar) sur une surface,et
7/8" (23mm minimum) Platre Gypsum sur la surface opposee (interieure)
|
|
|
|
|
|
|
|
|
|
|
|
|
|
*3
Normal
construction allows plaster to extend approximately 3/8" outside
of floor slab. When
full bearing of entire panel (including plaster) the allowable axial
load for the 8 and 12 foot high panels may be increased to
5,000 and 4,200 pounds per lineal foot of panel, respectively, and
the racking shear to 425 pounds per lineal foot of panel.
La
construction normale permet au plâtre de depasser approximativement
de 3/8" sur la foundation. Quand le panneau entier (plâtre
y compris), la charge axiale permise pour les panneaux de 8' (2.43m)
et 12' (3.65m) peut etre
augmentee a 5,000lb/lft (7,439
kilo/m) et 4,200lb/lft (6,248 kilo/m), respectivement, et le racking
shear a 425lb/lft (632.31kilo/m) |
|
|
|
|
|
|
|
|
|
|
|
|
