ASD/LRFD Manual - American Wood Council
ASD/LRFD Manual - American Wood Council
ASD/LRFD Manual - American Wood Council
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152 M16: FIRE DESIGN<br />
Table M16.2-6 Design Load Ratios for Tension Members Exposed on Three Sides<br />
(Structural Calculations at Standard Reference Conditions: C D = 1.0, C M = 1.0, C t = 1.0, C i = 1.0)<br />
(Protected Surface in Depth Direction)<br />
Table M16.2-6A Southern Pine Structural Glued Laminated<br />
Timbers<br />
Table M16.2-6B Western Species Structural Glued Laminated<br />
Timbers<br />
Rating 1-HOUR 1.5-HOUR 2-HOUR Rating 1-HOUR 1.5-HOUR 2-HOUR<br />
Beam Width 5 6.75 8.5 10.5 6.75 8.5 10.5 8.5 10.5 Beam Width 5.125 6.75 8.75 10.75 6.75 8.75 10.75 8.75 10.75<br />
Beam Depth Design Load Ratio, R s Beam Depth Design Load Ratio, R s<br />
5.5 0.54 0.89 1.00 1.00 0.40 0.64 0.81 0.31 0.48 6 0.59 0.93 1.00 1.00 0.43 0.71 0.89 0.37 0.55<br />
6.875 0.59 0.98 1.00 1.00 0.47 0.75 0.95 0.39 0.61 7.5 0.64 1.00 1.00 1.00 0.49 0.81 1.00 0.46 0.68<br />
8.25 0.62 1.00 1.00 1.00 0.51 0.82 1.00 0.45 0.70 9 0.68 1.00 1.00 1.00 0.53 0.88 1.00 0.51 0.76<br />
9.625 0.65 1.00 1.00 1.00 0.54 0.87 1.00 0.49 0.76 10.5 0.70 1.00 1.00 1.00 0.56 0.93 1.00 0.55 0.82<br />
11 0.67 1.00 1.00 1.00 0.57 0.91 1.00 0.52 0.81 12 0.72 1.00 1.00 1.00 0.58 0.97 1.00 0.58 0.86<br />
12.375 0.68 1.00 1.00 1.00 0.59 0.93 1.00 0.54 0.84 13.5 0.73 1.00 1.00 1.00 0.60 0.99 1.00 0.60 0.90<br />
13.75 0.69 1.00 1.00 1.00 0.60 0.96 1.00 0.56 0.87 15 0.75 1.00 1.00 1.00 0.61 1.00 1.00 0.62 0.93<br />
15.125 0.70 1.00 1.00 1.00 0.61 0.98 1.00 0.58 0.90 16.5 0.76 1.00 1.00 1.00 0.62 1.00 1.00 0.64 0.95<br />
16.5 0.71 1.00 1.00 1.00 0.62 0.99 1.00 0.59 0.92 18 0.76 1.00 1.00 1.00 0.63 1.00 1.00 0.65 0.97<br />
17.875 0.72 1.00 1.00 1.00 0.63 1.00 1.00 0.60 0.93 19.5 0.77 1.00 1.00 1.00 0.64 1.00 1.00 0.66 0.98<br />
19.25 0.72 1.00 1.00 1.00 0.64 1.00 1.00 0.61 0.95 21 0.78 1.00 1.00 1.00 0.65 1.00 1.00 0.67 1.00<br />
20.625 0.73 1.00 1.00 1.00 0.65 1.00 1.00 0.62 0.96 22.5 0.78 1.00 1.00 1.00 0.65 1.00 1.00 0.68 1.00<br />
22 0.73 1.00 1.00 1.00 0.65 1.00 1.00 0.62 0.97 24 0.78 1.00 1.00 1.00 0.66 1.00 1.00 0.69 1.00<br />
23.375 0.74 1.00 1.00 1.00 0.66 1.00 1.00 0.63 0.98 25.5 0.79 1.00 1.00 1.00 0.66 1.00 1.00 0.69 1.00<br />
24.75 0.74 1.00 1.00 1.00 0.66 1.00 1.00 0.64 0.99 27 0.79 1.00 1.00 1.00 0.67 1.00 1.00 0.70 1.00<br />
26.125 0.74 1.00 1.00 1.00 0.67 1.00 1.00 0.64 1.00 28.5 0.79 1.00 1.00 1.00 0.67 1.00 1.00 0.70 1.00<br />
27.5 0.75 1.00 1.00 1.00 0.67 1.00 1.00 0.65 1.00 30 0.80 1.00 1.00 1.00 0.68 1.00 1.00 0.71 1.00<br />
28.875 0.75 1.00 1.00 1.00 0.67 1.00 1.00 0.65 1.00 31.5 0.80 1.00 1.00 1.00 0.68 1.00 1.00 0.71 1.00<br />
30.25 0.75 1.00 1.00 1.00 0.68 1.00 1.00 0.65 1.00 33 0.80 1.00 1.00 1.00 0.68 1.00 1.00 0.71 1.00<br />
31.625 0.75 1.00 1.00 1.00 0.68 1.00 1.00 0.66 1.00 34.5 0.80 1.00 1.00 1.00 0.68 1.00 1.00 0.72 1.00<br />
33 0.75 1.00 1.00 1.00 0.68 1.00 1.00 0.66 1.00 36 0.81 1.00 1.00 1.00 0.69 1.00 1.00 0.72 1.00<br />
34.375 0.76 1.00 1.00 1.00 0.68 1.00 1.00 0.66 1.00 37.5 1.00 1.00 1.00 0.69 1.00 1.00 0.72 1.00<br />
35.75 0.76 1.00 1.00 1.00 0.68 1.00 1.00 0.66 1.00 39 1.00 1.00 1.00 0.69 1.00 1.00 0.73 1.00<br />
37.125 1.00 1.00 1.00 0.69 1.00 1.00 0.67 1.00 40.5 1.00 1.00 1.00 0.69 1.00 1.00 0.73 1.00<br />
38.5 1.00 1.00 1.00 0.69 1.00 1.00 0.67 1.00 42 1.00 1.00 1.00 0.69 1.00 1.00 0.73 1.00<br />
39.875 1.00 1.00 1.00 0.69 1.00 1.00 0.67 1.00 43.5 1.00 1.00 1.00 0.69 1.00 1.00 0.73 1.00<br />
41.25 1.00 1.00 1.00 0.69 1.00 1.00 0.67 1.00 45 1.00 1.00 1.00 0.70 1.00 1.00 0.73 1.00<br />
42.625 1.00 1.00 1.00 0.69 1.00 1.00 0.68 1.00 46.5 1.00 1.00 1.00 0.70 1.00 1.00 0.74 1.00<br />
44 1.00 1.00 1.00 0.69 1.00 1.00 0.68 1.00 48 1.00 1.00 1.00 0.70 1.00 1.00 0.74 1.00<br />
45.375 1.00 1.00 1.00 0.70 1.00 1.00 0.68 1.00 49.5 1.00 1.00 1.00 1.00 0.74 1.00<br />
46.75 1.00 1.00 1.00 0.70 1.00 1.00 0.68 1.00 51 1.00 1.00 1.00 1.00 0.74 1.00<br />
48.125 1.00 1.00 1.00 0.70 1.00 1.00 0.68 1.00 52.5 1.00 1.00 1.00 1.00 0.74 1.00<br />
49.5 1.00 1.00 1.00 1.00 0.68 1.00 54 1.00 1.00 1.00 1.00 0.74 1.00<br />
50.875 1.00 1.00 1.00 1.00 0.68 1.00 55.5 1.00 1.00 1.00 1.00 0.74 1.00<br />
52.25 1.00 1.00 1.00 1.00 0.69 1.00 57 1.00 1.00 1.00 1.00 0.75 1.00<br />
53.625 1.00 1.00 1.00 1.00 0.69 1.00 58.5 1.00 1.00 1.00 1.00 0.75 1.00<br />
55 1.00 1.00 1.00 1.00 0.69 1.00 60 1.00 1.00 1.00 1.00 0.75 1.00<br />
56.375 1.00 1.00 1.00 1.00 0.69 1.00 61.5 1.00 1.00 1.00 1.00 0.75 1.00<br />
57.75 1.00 1.00 1.00 1.00 0.69 1.00 63 1.00 1.00 1.00 1.00 0.75 1.00<br />
59.125 1.00 1.00 1.00 1.00 0.69 1.00 64.5 1.00 1.00 1.00<br />
60.5 1.00 1.00 1.00 1.00 0.69 1.00 66 1.00 1.00 1.00<br />
61.875 1.00 1.00 1.00 1.00 0.69 1.00 67.5 1.00 1.00 1.00<br />
63.25 1.00 1.00 1.00 1.00 0.69 1.00 69 1.00 1.00 1.00<br />
64.625 1.00 1.00 1.00 70.5 1.00 1.00 1.00<br />
66 1.00 1.00 1.00 72 1.00 1.00 1.00<br />
67.375 1.00 1.00 1.00 73.5 1.00 1.00 1.00<br />
68.75 1.00 1.00 1.00 75 1.00 1.00 1.00<br />
70.125 1.00 1.00 1.00 76.5 1.00 1.00 1.00<br />
71.5 1.00 1.00 1.00 78 1.00 1.00 1.00<br />
72.875 1.00 1.00 1.00 79.5 1.00 1.00 1.00<br />
74.25 1.00 1.00 1.00 81 1.00 1.00 1.00<br />
75.625 1.00 1.00 1.00<br />
77 1.00 1.00 1.00<br />
Table M16.2-6C Solid Sawn Timbers<br />
Rating 1-HOUR 1.5-HOUR 2-HOUR<br />
Beam Width 5.5 7.5 9.5 11.5 7.5 9.5 11.5 9.5 11.5<br />
Beam Depth<br />
Design Load Ratio, R s<br />
5.5 0.66 1.00 1.00 1.00 0.52 0.73 0.88 0.40 0.55<br />
7.5 0.75 1.00 1.00 1.00 0.63 0.90 1.00 0.55 0.74<br />
9.5 0.80 1.00 1.00 1.00 0.70 0.99 1.00 0.64 0.86<br />
11.5 0.83 1.00 1.00 1.00 0.74 1.00 1.00 0.69 0.93<br />
13.5 0.85 1.00 1.00 1.00 0.77 1.00 1.00 0.73 0.98<br />
15.5 0.87 1.00 1.00 1.00 0.79 1.00 1.00 0.76 1.00<br />
17.5 0.88 1.00 1.00 1.00 0.81 1.00 1.00 0.78 1.00<br />
19.5 0.89 1.00 1.00 1.00 0.83 1.00 1.00 0.80 1.00<br />
21.5 0.90 1.00 1.00 1.00 0.84 1.00 1.00 0.81 1.00<br />
23.5 0.91 1.00 1.00 1.00 0.85 1.00 1.00 0.82 1.00<br />
<strong>American</strong> <strong>Wood</strong> <strong>Council</strong>