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From [Institution name]
Material Thickness |
Grade SpeciesFootnote (1) |
Axial |
Joist/Beam |
Plank/Deck |
||||||
---|---|---|---|---|---|---|---|---|---|---|
Fc |
MOE |
Fc perpFootnote (7) |
Fv |
Fc perpFootnote (7) |
||||||
19 mm to 45 mm |
1.6 DF/LP/WH |
15.80 |
23.10 |
27.25 |
3.65 |
11 030 |
9.40 |
32.25 |
2.45 |
6.05 |
1.8 DF/LP/WH |
18.50 |
26.15 |
31.15 |
3.65 |
12 410 |
9.40 |
36.80 |
2.45 |
6.05 |
|
1.9 DF/LP/WH |
19.80 |
27.60 |
33.15 |
3.65 |
13 100 |
9.40 |
39.20 |
2.45 |
6.05 |
|
2.0 DF/LP/WH |
21.15 |
29.00 |
35.05 |
3.65 |
13 790 |
9.40 |
41.45 |
2.45 |
6.05 |
|
2.0 DF/LP/WH |
21.15 |
29.00 |
36.95 |
3.65 |
13 790 |
9.40 |
43.70 |
2.45 |
6.05 |
|
2.2 DF/LP/WH |
23.75 |
31.60 |
39.00 |
3.65 |
15 170 |
9.40 |
46.05 |
2.45 |
6.05 |
|
2.4 DF/LP/WH |
26.45 |
33.90 |
42.90 |
3.65 |
16 550 |
9.40 |
50.70 |
2.45 |
6.05 |
|
2.6 DF/LP/WH |
29.15 |
36.00 |
46.80 |
3.65 |
17 925 |
9.40 |
55.35 |
2.45 |
6.05 |
|
46 mm to 89 mm |
1.6 DF/LP/WH |
15.80 |
23.10 |
24.60 |
3.65 |
11 030 |
9.40 |
29.15 |
2.45 |
6.05 |
1.8 DF/LP/WH |
18.50 |
26.15 |
28.15 |
3.65 |
12 410 |
9.40 |
33.25 |
2.45 |
6.05 |
|
1.9 DF/LP/WH |
19.80 |
27.60 |
29.90 |
3.65 |
13 100 |
9.40 |
35.35 |
2.45 |
6.05 |
|
2.0 DF/LP/WH |
21.15 |
29.00 |
31.65 |
3.65 |
13 790 |
9.40 |
37.45 |
2.45 |
6.05 |
|
2.2 DF/LP/WH |
23.75 |
31.60 |
35.25 |
3.65 |
15 170 |
9.40 |
41.60 |
2.45 |
6.05 |
|
2.4 DF/LP/WH |
26.45 |
33.90 |
38.75 |
3.65 |
16 550 |
9.40 |
45.80 |
2.45 |
6.05 |
|
2.6 DF/LP/WH |
29.15 |
36.00 |
42.25 |
3.65 |
17 925 |
9.40 |
49.95 |
2.45 |
6.05 |
Fastener Property |
Nail Orientation |
Load Direction |
Specific Gravity (SG) of Equivalent Species for Design Purposes |
---|---|---|---|
Nail withdrawal |
Edge |
Withdrawal |
Douglas fir–larch (N), SG = 0.50 |
Face |
Withdrawal |
Douglas fir–larch (N), SG = 0.50 |
|
Lateral nail capacity |
Edge |
Parallel to grain |
Douglas fir–larch (N), SG = 0.50 |
Edge |
Perpendicular to grain |
Douglas fir–larch (N), SG = 0.50 |
|
Face |
Parallel to grain |
Douglas fir–larch (N), SG = 0.50 |
|
Face |
Perpendicular to grain |
Douglas fir–larch (N), SG = 0.50 |
|
Bolt axial capacity |
— |
Parallel to grain |
Douglas fir–larch (N), SG = 0.50 |
— |
Perpendicular to grain |
Douglas fir–larch (N), SG = 0.50 |