APA Engineered Wodd Handbooks Episode 16 potx
... formation 1.2 mechanical properties 1 .16 physical properties 1.8 sapwood 1.3 softwoods 1.1 termite risk 1.24 wood species 1.2 Structured plywood 1.1 Subdiaphragms 7.42 Subfloors 2 .16 (Cont.) Structural ... composite lumber 6.46 structural glued laminated timber 4.143 Lumber: capacities 3.71 flanges 3.5 3.8 glued end joints 3.73 grades 3 .16 laminated strand 6.4 6.7 laminated veneer 1...
Ngày tải lên: 13/08/2014, 08:21
... 156, APA The Engineered Wood Assocition, Ta- coma, WA, 2001. 25. Countryman, D., Lateral Tests on Plywood Sheathed Diaphragms, Laboratory Report 55, Douglas Fir Plywood Association (now APA The Engineered ... – – – 5 ⁄ 16 or 1 ⁄ 4 c 180 270 350 450 180 270 350 450 APA Rated 3 ⁄ 8 1 1 ⁄ 4 6d 200 300 390 510 8d 200 300 390 510 Sheathing; APA 3 ⁄ 8 220 d 320 d 410 d 530 d Rated Sidin...
Ngày tải lên: 13/08/2014, 08:21
... 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 Technical Note, Termite ... 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 Desi...
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APA Engineered Wodd Handbooks Episode 2 ppsx
... (in.) 12 16 20 24 32 40 48 60 Sheathing panels c 12/0 16/ 0 20/0 24/0 24 /16 32 /16 40/20 48/24 60/32 f 5 ⁄ 16 5 ⁄ 16 5 ⁄ 16 3 ⁄ 8 7 ⁄ 16 15 ⁄ 32 , 1 ⁄ 2 19 ⁄ 32 , 5 ⁄ 8 23 ⁄ 32 , 3 ⁄ 4 7 ⁄ 8 12 16 20 24 24 32 40 48 60 12 16 20 20 b 24 28 32 36 48 30 70 120 190 190 325 — — — 30 50 100 100 180 305 — — 30 60 65 120 205 280 — 30 40 70 130 175 305 30 60 95 165 30 45 100 35 70 ....
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APA Engineered Wodd Handbooks Episode 3 pot
... 4 ,164 16, 269 26,185,038,628 42 3 2 ϫ 8 83,952 5,225 89,177 4,214 15, 416 37,217,734,983 42 4 2 ϫ 8 111,936 5,225 117 ,161 4,241 14,989 48,250,431,337 42 2 2 ϫ 10 59,220 4,789 64,009 4,018 19, 516 ... (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/nail...
Ngày tải lên: 13/08/2014, 08:21
APA Engineered Wodd Handbooks Episode 4 ppt
... 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 Tacoma, WA 98466 Phone: ... 0.04 14 0.29 0.25 0.21 0.18 0 .16 0.15 0.12 0.10 0.08 0.07 0.07 0.06 16 0.38 0.32 0.27 0.24 0.21 0.19 0.15 0.13 0.11 0.10 0.09 0.08 18 0.49 0.41 0.35 0.30 0.27 0.24 0.19 0 .16 0.1...
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APA Engineered Wodd Handbooks Episode 5 pot
... 8 ϭ 336 ft 2 . Per method 1 of UBC. Table 23-C, the design live load is 16 psf. Total load, excluding beam weight, is 8 (16 ϩ 8) ϭ 192 lb/ft. From Table 4.24, a simple-span beam 42 ft long, 3 1 ⁄ 8 in. ... (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 80...
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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 ... and Materials, Philadelphia, 1998. 3. APA EWS Technical Note S580, Preservative Treatment of Glulam Beams, APA The Engineered Wood Association, Tacoma, WA, 1995. 4. APA EWS...
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APA Engineered Wodd Handbooks Episode 7 pot
... ft, 1 in. 22 ft, 2 in. 16 ft, 7 in. 11 ft, 0 in. 16 ؆ PRI-40 25 ft, 3 in. 21 ft, 10 in. 19 ft, 11 in. 16 ft, 5 in. 12 ft, 3 in. 8 ft, 1 in. PRI-50 27 ft, 0 in. 20 ft, 2 in. 16 ft, 9 in. 13 ft, 5 ... psf Joist spacing (in.) 12 16 19.2 24 TL ϭ 45 psf LL not to exceed 30 psf Joist spacing (in.) 12 16 19.2 24 TL ϭ 55 psf LL not to exceed 40 psf Joist spacing (in.) 12 16 19.2 24 9 1...
Ngày tải lên: 13/08/2014, 08:21
APA Engineered Wodd Handbooks Episode 8 ppt
... 16 1.8E-2600F 9 1 ⁄ 2 11 7 ⁄ 8 14 16 1.9E-2600F 9 1 ⁄ 2 11 7 ⁄ 8 14 16 2.0E-2900F 9 1 ⁄ 2 11 7 ⁄ 8 14 16 2.1E-3100F 9 1 ⁄ 2 11 7 ⁄ 8 14 16 (Continued) 6.30 TABLE 6.7 Allowable Uniform Loads (PLF) for APA EWS LVL—Roof ... (in.) 1.5E-2250F 9 1 ⁄ 2 11 7 ⁄ 8 14 16 1.8E-2600F 9 1 ⁄ 2 11 7 ⁄ 8 14 16 1.9E-2600F 9 1 ⁄ 2 11 7 ⁄ 8 14 16 2.0E-2900F 9 1 ⁄ 2 11 7 ⁄ 8 14 16 2.1E-3100F 9...
Ngày tải lên: 13/08/2014, 08:21