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M2198 BSMT LINEN <br /> T,YB�m(ThQMSerialNurn7aMMOM 2 PCs of 1 3/4" x 91/2" 2.0E ParallaffM PSL <br /> users &1=11:21k.06 AM <br /> Papel Ergine version:1.21 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> -CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 1 2 <br /> a 6. ' <br /> Product DiaWwn Is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width:1' <br /> Primary Load Group-Residential-Living Areas(pef):40.0 Live at 100%duration,15.0 Dead <br /> Vertical Load: <br /> Type Class Live Dead Location Application Comment <br /> Untform(plf) Floor(1.00) 650.0 394.0 0 To 3 Add To <br /> Uniform(plf) Floor(1.00) 650.0 244.0 0 To 6' Adds To <br /> Point(lbs) Floor(1.00) 0 4137 3 - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(Ibs) Detail Other <br /> Width Length Live/Dead/Up[Wrotal <br /> 1 Wood column 5.25" 5.25' 3583/379410/7377 L5 None <br /> 2 Wood column 5.25" 5.25" 250713141/015648 L5 None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear Obs) 6751 4915 6428 Passed(76%) U.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 10909 10909 13057 Passed(84%) MID Span 1 under Floor loading <br /> Live Load Dell(n) 0.051 0.179 Passed(L1999+) MID Span 1 under Floor loading <br /> Total Load Defl(in) 0.139 0.269 Passed(U462) MID Span 1 under Floor loading <br /> -Deflection Criteria:STANDARD(LL:LGW,TL:L240). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 7 8"do unless detailed otherwise. Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> ADDITIONAL NOTES: <br /> -IMPORTANTI The analysis presented a output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be <br /> accomplished in accordance with TJ product design criteria and cod accepted design values. The specific product application,input design bads,and <br /> stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. <br /> -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. <br /> -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -Allowable Stress Design medvxkgogy was used for Building Cod UBC analyzing the TJ Distribution product fisted above. <br /> -Note:See TJ SPECIFIERS/BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> DFP PLANNING&DESIGN <br /> 4797 HWY 10 <br /> ARDEN HILLS,MN 55112 <br /> Phone:6514536-6889 <br /> Fax :6514638-1412 <br /> PLANNINGDESIGN@EMAIL.MSN.COM <br /> Copyright O 2001 by Trus Joist, a Weyerhaeuser Business - <br /> ParallamS is a registered trademark of Trus Joist. <br />