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j 202198 BRKFT WDW <br /> .�� Re- <br /> T &02_S"WN„�,00zao,�, 2 Pcs of 1 3/4!' x 11 7/8" 2.0E ParallamQD PSL <br /> User.2 eH IM 24255 PM <br /> Pop Erone vesian:1.2, THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> -CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> n <br /> r-� <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width:V <br /> Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br />. + Uniform(plf) Floor(1.00) 560.0 210.0 0 To 4'6" Adds To <br /> Uniform(ptf) Floor(1.00) 520.0 195.0 4'6"To T 6" Adds To <br /> Uniform(pif) Roof(1.25) 580.0 338.0 4'3'To 5 Adds To <br /> Point(In) Roof(125) 0 4427 4'3' - <br /> Point(Ibs) Roof(1.25) 0 2907 5 - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions pbs) Detail Other <br /> Width Length Live/Dead/UplMrotal <br /> 1 Wood column 5.25" 5.25" 2391/3796/016187 L5 None <br /> 2 Wood column 5.25" 5.25' 2424/5532/0/7956 L5 Noes <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) -7711 -6565 8035 Passed(82%) Rt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 16833 16194 19902 Passed(81%) MID Span 1 under Floor loading <br /> Live Load Deli(in) 0.046 0.229 Passed(L1999+) MID Span 1 under Roof loeding <br /> Total Load Defl(in) 0.173 0.344 Passed(U476) MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL:LGW,TL:L240). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 7 8'o/c unless detailed otherwise. Proper attachment and 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 sizing 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 /> -Note: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:6514M64989 <br /> Fax :651408-1412 <br /> PLANNINGDESIGN@EMAIL.MSN.COM <br /> Copyright m 2001 by Trus Joist, a Weyerhaeuser Business <br /> Parallame is a registered trademark of Trus Joist. <br />