APA Engineered Wodd Handbooks Episode 13 ppt
APA Engineered Wodd Handbooks Episode 13 ppt
... the material
configuration, the reinforced engineered wood composites exhibit better perform-
ance and may show many potential advantages over traditional engineered wood
composites. The following ... 11.23
FIGURE 11 .13 FRP-reinforced glulam used in a completed roof structure.
FIGURE 11.12 FRP-reinforced glulam used in a commercial building application.
Figures 11.12 and 11 .13 show an...
APA Engineered Wodd Handbooks Episode 4 ppt
... Production NA
a
NA
a
13. 0 13. 0 15.0 13. 0 15.2
North America Total – – 295.0 322.0 315.0 300.2 331.0
a
NA, not available; data collection started in 1995.
Source: APA The Engineered Wood Association ... 10–40
Headers
Windows and doors
Ͻ10
Garage doors 9–18
APA The Engineered Wood Association and
Engineered Wood Systems (EWS), a related corporation of APA
7011 South 19th Street...
APA Engineered Wodd Handbooks Episode 8 ppt
... 374
TL
BRG
109
1.5
261
2.8
357
3.9
460
5.0
132
1.5
302
2.7
413
3.6
532
4.7
139
1.5
302
2.7
413
3.6
532
4.7
147
1.5
338
3.0
461
4.1
594
5.2
154
1.5
362
3.2
494
4.4
635
5.6
18 LL 68 135 223 82 162 269 86 172 284 ... 16
6LL
a
TL
b
BRG
c
1266
4.8
1738
6.6
2248
8.6
2826
10.8
1496
4.7
2253
7.0
2 913
9.1
3663
11.4
1496
4.7
2253
7.0
2 913
9.1
3663
11.4
1640
5.1
2253
7.0
2 913
9.1
3663
11....
APA Engineered Wodd Handbooks Episode 10 ppt
... 12d
–
8d
20d
40d
–
–
–
–
–
7d
8d
10d
–
–
12d
16d
–
20d
30d
40d
–
60d
61
79
89
101
104
108
121
138
148
157
166
178
182
55
72
80
87
90
94
105
121
130
138
147
158
162
48
58
64
70
73
76
85
99
106
114
122
132
136
47
57
62
68
70
74
83
96
103
111
119
129
132
1 0.099
0. 113
0.120
0.128
0 .131
0 .135
0.148
0.162
0.177
0.192
0.207
0.225
0.244
–
6d
–
–
8d
–
10d, ... 12d
–
16d
20d
40d
–
–
–...
APA Engineered Wodd Handbooks Episode 1 ppsx
... Forest
Products Journal, Vol. 39, No. 5, 1987.
7. Plywood in Hostile Environments, APA Research Report 132 , APA The Engineered
Wood Association, Tacoma, WA, 1975.
8. National Design Specification ... Wood
Structures, New York, 1982.
11. APA Technical Note, Controlling Decay in Wood Construction, Form No. R495, APA
The Engineered Wood Association, Tacoma, WA, 1998.
12. APA Techni...
APA Engineered Wodd Handbooks Episode 2 ppsx
... 46,000 90 90
3
⁄
4
46,500 46,500 91 91
7
⁄
8
48,000 48,000 94 94
1 67,000 67,000 130 130
1
1
⁄
8
68,500 68,500 135 135
Note: 1 in. ϭ 25.4 mm; 1 lbf/in. ϭ 0.175 N/mm.
2.24
TABLE 2.10 Siding over ... in capacity for specific
panel constructions and grades. The tabulated capacities and adjustments are based
on data from tests of panels bearing the APA trademark. To take advantage of these...
APA Engineered Wodd Handbooks Episode 3 pot
... 71, 213 2,686 11,769 22,511,658,420
30 2 2
ϫ 12 32,693 2,200 34,893 2,549 14,454 12,474,215,712
30 3 2
ϫ 12 49,039 2,200 51,239 2,554 13, 882 17,971,459,983
30 4 2
ϫ 12 65,385 2,200 67,585 2,556 13, 596 ... (Fig. 3.7). Determine the maximum moment capacity,
F
t
S, of the beam, the maximum shear capacity, and the nailing requirements. The
lateral design capacity for 8d common nails is 74 lb...
APA Engineered Wodd Handbooks Episode 5 pot
... (4.1), volume factor
ϭ 0.9330
Design moment capacity
ϭ 75 338 ϫ 0.9330 ϫ 1.15 ϭ 80,834 lb-ft
986
69 120 ϫϭ70,992 lb-ft Ͻ 80,834 lb-ft—OK
960
Design shear capacity
ϭ 17,220 ϫ 1.15 ϭ 19 803 lb
(For ... for Simple-Span Douglas Fir Glulam Floor Beams (lb/ft)
4.88
TABLE 4.23 SectionPropertiesandDesignCapacitiesforDouglasFirGlulam
Click here for high resolution view of the table
4.105
(Continued)T...
APA Engineered Wodd Handbooks Episode 6 doc
... Laminated
Timber, APA The Engineered Wood Association, Tacoma, WA, 1998.
5. APA EWS Technical Note Y110, Glued Laminated Timber Appearance Classifications
for Construction Applications, APA The Engineered ... McGraw-Hill, New York, 1999.
12. APA EWS Data File Y24A, Design of Structural Glued Laminated Timber Columns,
APA The Engineered Wood Association, Tacoma, WA, 1999.
13. APA...
APA Engineered Wodd Handbooks Episode 7 pot
... maximum,
where L is
joist span
Note: Protect APA PRI
from the weather.
3-1/2" min. bearing required
APA Rim
Board, or wood
structural panel
PRI I-joist, or
APA Rim Board
Cantilever extension supporting ... 3-0 4-6 5-0 7-0 8-6 9-6 11-6 13- 0
PRI-80 0-6 0-6 1-0 2-0 3-6 4-0 5-0 6-6 7-6 8-0 10-0 11-0 11-6 13- 6 15-0
PRI-90 0-6 0-6 1-0 1-0 2-6 3-0 4-0 5-6 6-6 7-6 9-6 10-6 11-0 13-...