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202198 BSMT REC RM WDW <br /> T &02 So"70027�,001 2 Pcs of 1 3/4!' x 91/2" 2.0E Parallaim®PSL <br /> User.2 SM2102 9.15:45 AM <br /> Pepe1 ftineVemion:1.2.1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> -CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> oe <br /> BI" <br /> s <br /> Product Disgrsm its Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width:1' <br /> Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead <br /> Vertical Loads: - <br /> Type Class Lire Dead Location Application Comment <br />. + Uniform(pIf) Fl000ll.00) 256.0 96.0 0 To R Adds To <br /> Point(Ibs) Floor(1.00) 0 4319 1'9" - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions pbs) Detail Other <br /> Width Length Llve/Dead/Uplifflrotal <br /> 1 Wood column 5.25" 5.25" 592/2722/0/3314 L5 None <br /> 2 Wood column 5.25" 5.25" 592/2082/0/2674 L5 None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(be) 3184 2573 5786 Passed(44%) U.and Span 1 under Dead loading <br /> Moment(Ft-Lbs) 4145 3733 11751 Passed(32%) MID Span 1 under Dead loading <br /> Live load Deft(in) 0.003 0.112 Passed(L1999+) MID Span 1 under Floor loading <br /> Total Load Defl(in) 0.026 0.169 Passed(L1999+) MID Span 1 under Floor loading <br /> -Deflection Criteria:STANDARD(LL:L/360,TL:L/240). <br /> -Bracing(Lu):AN compression edges(top and bottom)must be braced at 7 8"old unless detailed otherwise. Proper ettacand positioning of lateral <br /> bracing is required to achieve member stability. <br /> ADDITIONAL NOTES: <br /> -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the stung of its products by this software will be <br /> accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads,and <br /> stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. <br /> -Nat 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 methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. <br /> -Nate:See TJ SPECIFIER'S/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:651-636-6889 <br /> Fax :651408-1412 <br /> PLANNINGDESIGN@EMAIL.MSN.COM <br /> Copyright O 2001 by Trus Joist, a Weyerhaeuser Business <br /> Parallam0 is a registered trademark of Trus Joist. <br />