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DESIGN <br />PROPERTIE <br />PWI <br />Joist <br />PWI <br />APA <br />EI1'I. <br />Mnl <br />VN'I <br />IRI'I <br />ER1'I <br />Joist Series <br />Depth <br />Joist <br />PRI.400 <br />10' Ibf•in.s <br />Ibf•h <br />Ibf <br />Ibf <br />Ibf <br />10kill <br />' Ibf <br />9A• <br />PM 2095 <br />PRI.20 <br />145 <br />2180 <br />1120 <br />1700 <br />830 <br />4.94 <br />PM 70 <br />111A' <br />PM 2011 <br />PRI.20 <br />253 <br />2910 <br />1420 <br />1700 <br />830 <br />6.18 <br />9A' <br />PM 3095 <br />PRI.30 <br />161 <br />"DO <br />-1120 <br />1905 <br />945 <br />4.94 <br />PM 30 <br />11W <br />PM 3011 <br />PRI-30 <br />280 <br />3715 <br />1420 <br />1905 <br />945 <br />6.18 <br />91A' <br />PM -.195 <br />PRI.40 <br />193 <br />2423 <br />1120 <br />2160 <br />logo <br />4.94 <br />PM 4011 <br />P• RIJO <br />330 <br />3236 <br />1420 <br />2500 <br />1200 <br />6188 <br />PM 40 <br />-!IA* <br />14' <br />PWI 4014 <br />PRI.40 <br />482 <br />3911 <br />1710 <br />1500 <br />R00 <br />7.28 <br />16' <br />PM 4016 <br />M 40 <br />657 <br />4666 <br />1970 <br />2500 <br />1200 <br />8.32 <br />9A' <br />PWI 5095 <br />M-50 <br />186 <br />3290 <br />1120 <br />2040 <br />101S <br />4.94 <br />111A• <br />PWI Soli <br />PR1 50 <br />322 <br />4375 <br />1420 <br />2040 <br />IO1S <br />6.18 <br />PWI 50 <br />14- <br />PM 5014 <br />PRI-50 <br />480 <br />5350 <br />1710 <br />2040 <br />1015 <br />7.2P <br />16' <br />PM 50!6 <br />PRI-50 <br />663 <br />6270 <br />1970 <br />2040 <br />1015 <br />8.32 <br />91Y <br />PM 6095 <br />PRI.60 <br />231 <br />3339 <br />1120 <br />2160 <br />1080 <br />4.94 <br />11W <br />PM 6011 <br />PRI.60 <br />376 <br />4460 <br />1420 <br />2500 <br />12D0 <br />6 1 B <br />PM 60 <br />14' <br />PWI 6014 <br />PRI 60 <br />584 <br />5473 <br />1710 <br />2500 <br />1200 <br />7.28 <br />16' <br />PM 6016 <br />PM-60 <br />799 <br />6430 <br />1970 <br />2500 <br />1200 <br />8.32 <br />I11A' <br />PM 7011 <br />MI.70 <br />440 <br />5945 <br />1420 <br />2335 <br />1160 <br />6.19 <br />14' <br />PM 7014 <br />PRI.70 <br />644 <br />7295 <br />1710 <br />2335 <br />1160 <br />7.33 <br />PM 70 <br />16' <br />P07016 <br />PRL70 <br />873 <br />8570 <br />1970 <br />2335 <br />1160 <br />8.42 <br />18' <br />PM 701E <br />- <br />1141 <br />9850 <br />2239 <br />2335 <br />1160 <br />9.53 <br />20' <br />PWI 7020 <br />1447 <br />1113S <br />2506 <br />2335 <br />1160 <br />10.63 <br />I11A' <br />PWI 9311 <br />- <br />659 <br />_ <br />8580 <br />1420 <br />.2760 <br />)280 <br />6.18 <br />PWI 93 <br />14' <br />PWI 9314 <br />- <br />961 <br />10530 <br />1710 <br />3020 <br />1280 <br />7.28 <br />16' <br />PM 9316 <br />1031 <br />12360 <br />1970 <br />3020 <br />1280 <br />8.32 <br />9W <br />PWI 7795 <br />- <br />261 <br />4450 <br />1675 <br />278n <br />1390 <br />5.57 <br />11 A' <br />PM 7711 <br />- <br />442 <br />5945 <br />1925 <br />2780 <br />1390 <br />6.92 <br />14' <br />PWI 7714 <br />- <br />648 <br />7295 <br />2125 <br />2780 <br />1390 <br />8.17 <br />PM 11 <br />16' <br />PWI 7716 <br />- <br />Sal <br />8570 <br />2330 <br />2780 <br />1390 <br />9.35 <br />18' <br />PWI 77.6 <br />- <br />1152 <br />9850 <br />2535 <br />2780 <br />1390 <br />10.55 <br />20' <br />PWI 7720 <br />1463 <br />11135 <br />2740 <br />1 2780 <br />1390 <br />1 11.76 <br />9W <br />PM 9095 <br />PRI.90 <br />392 <br />6800 <br />1675 <br />3350 <br />1400 <br />5.57 <br />11A' <br />PVI 9011 <br />PRI.90 <br />661 <br />9095 <br />1925 <br />3355 <br />1400 <br />6.97 <br />14' <br />PV19014 <br />PRI.90 <br />965 <br />11165 <br />2125 <br />3355 <br />1400 <br />8.17 <br />16' <br />PM 9016 <br />PRI-90 <br />1306 <br />13120 <br />2330 <br />3355 <br />14DO <br />9.35 <br />PM 90 <br />18' <br />P139018 <br />- <br />1703 <br />15085 <br />2535 <br />3355 <br />14DO <br />10.55 <br />20' <br />PM 9020 <br />- <br />2155 <br />17055 <br />274D <br />3355 <br />1400 <br />11.76 <br />22' <br />P519022 <br />- <br />2664 <br />19025 <br />2935 <br />46051n <br />2400e <br />12.97 <br />74- <br />Pill 9024 <br />3232 <br />20995 <br />3060 <br />4605M <br />2400T <br />14.18 <br />(1) The tabulated values are design values for normal duration of load. All values, except for El and it, may'x adjusted for other load durations as permitted <br />by the code. <br />(2) Bending stiffness (Eq of the PWI joist, <br />(3) Moment capacity (M) of the PWI joist. For repetitive PWI joists, the tabulated values may be increased by a factor of 1.04 for LVL Flanges. <br />(4) Shear capacity (V) of the PWI joist. <br />(5) Intermediate reaction rapacity (IR) of the PWI joist with a minimum bearing length of 315 inches without web stiffeners. <br />(6) End reaction capacity (ER) of the RVI joist with a minimum bearing length of 14: inches without web stiffeners. <br />(7) Coefficient of shear deflection (k). For calculating uniform load and center point load deflections of an PWI joist in a simple -span application, use equations <br />1 and 2. <br />Uniform load: Center•Poinl Load: where: <br />(I) 6 - 5WP + wf7 121 6 e PP + 2Pe 6 - calculated deflection (in.) P - concenitivii Ipad flbtl <br />384EI k 48EI k w= uniform load flblln.) El- bending stiffness of the PWI joist flbf-in ) <br />C = design span (in.) k = coefficient of shear deflection (Ibp <br />