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StrOHg-Dr1Ve* <br /> General Load Information = I <br /> 0.220' <br /> 0. 55'1 <br /> Lengths 3'1 4' 5' 6' 8' 10' <br /> Allowable Shear Loads — Douglas Fir—Larch and Southern Pine Lumber <br /> Wood Side Member Thickness(in.) <br /> FO.220 <br /> �� 1.5 2 2.5 3 3.5 4 4.5 6 8 1 <br /> DF/SP Allowable Shear Loads(lb.) <br /> SDWS2230ODB 1'h 255 — —SDWM40MO 2% 405 405 305 — — — — — — <br /> _0.220 x 5 SOWS2250ODB 23/4 405 405 360 360 325 — — — — <br /> 0.220 x 6 SDWS226DODB 23/4 405 405 405 405 365 365 355 — — <br /> 0.220 x 8 SDWS2280ODB 23/4 405 405 405 405 395 395 395 395 — <br /> 0.220 x 11SDW52210DODB 2914 405 405 405 405 395 395 395 395 395 <br /> See footnotes(1-5)in adjacent table. <br /> Allowable Shear Loads — Spruce-Pine-Fir and Hem-Fir Lumber <br /> size Thread ,rr , <br /> 1 . _ rt Length <br /> O4.5 <br /> Allowable Shear Loads(lb.) <br /> 0.220 x 3 SDWS2230ODB 1'/z 190 — — — — — — — <br /> 0.220 x 4 SDWS2240ODB 2% 385 285 215 — — — — <br /> 0.220 x 5 SDWS22500DB 23/4 405 290 290 290 195 — — — — <br /> .220 x 6 SDWS2260ODB 23Y4 405 365 365 365 310 310 <br /> 0.220 x 8 SDWS2280ODB 23/4 405 365 365 365 310 310 280 280 — <br /> 0.220 x 10 SDW52210DOW 2% 405 365 365 10 310 28D <br /> 1.AJI applications are based on tull penetration into me main <br /> member.Full penetration is the screw length minus the side 6"min.end distance 8"min.between fasteners <br /> member thickness. <br /> 2.Allowable loads are shown at the wood bad duration factor of 1?s" <br /> Co=1.0.Loads may be increased for bad duration per the mia edge <br /> building code up to a CD=1.6.Tabulated values must be Q O distance <br /> multiplied by all applicable adjustment factors per the NDS. I O00 - <br /> 3.Minimum fastener spacing requirements to achieve table bads: III be min.tween be min. <br /> 6'end distance,17/,�edge distance,'a"between staggered W,Min. staggered be ' <br /> rows of fasteners,4'between non-staggered rows of fasteners stagger rows staggered <br /> and 8'between fasteners in a row. rows <br /> 4.For in-service moisture content greater than 19%,use CM=0.7. <br /> 5.Loads are based on installation into the side grain of the wood <br /> with the screw axis perpendicular to the face of the member. <br /> a <br /> Allowable Withdrawal Loads — Douglas Fir-Larch, <br /> Southern Pine, Spruce-Pine-Fir and Hem-Fir Lumber <br /> Reference F <br /> Withdrawal Withdrawal <br /> ThreadFastener Design Design r 8 <br /> ModelCO <br /> No. Length :. . DF/SP r DF/SP r <br /> Main Member Main MemberMain Member <br /> rn <br /> SDWS2230ODB 3 11h 164 151 245 225 6 <br /> SDWS2240ODB 179 Im DR 10 <br /> 0 <br /> SDWS2250ODB 5 29Y4 214 1 187 590 495 <br /> 0 <br /> SDWS22000DB 214 590 495 <br /> SDWS2280ODB 8 29Y4 214 187 590 495 LL <br /> is100001[1 10 4IMPOMPM 214 187 590 495 <br /> 1.The tabulated reference withdrawal design value,W,is in per the building code up to a CD=1.6.Tabulated values must <br /> pounds per inch of the thread penetration into the side grain of be multiplied by all applicable adjustment factors from the NDS <br /> the main member as referenced in the IBC or IRC. <br /> 2.The tabulated reference withdrawal design value,Wm_,is in 4.Embedded thread length is that portion held in the main <br /> pounds where the entire thread length is embedded in the side member including the screw point. <br /> grain of the main member. 5.Values are based on the lesser of withdrawal from the main <br /> 3.Tabulated reference withdrawal design values,W and Wm_,are member or pull-through of a 1%"side member. <br /> shown at a CD=1.0.Loads may be increased for load duration 6.For in-service moisture content greater than 19%,use CM=0.7. <br /> 4 <br />