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...
Ngày tải lên: 13/08/2014, 08:21
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...
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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....
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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 – – –...
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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...
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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...
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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...
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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...
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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...
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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-...
Ngày tải lên: 13/08/2014, 08:21