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a <br /> .4 10 L 202277 F/PLACE <br /> T,LBeamr M)8.02SerialNU 1� 2 Pcs of 1 3/4" x 11 7/8" 2.0E Parallam® • ONO COPY <br /> User 2 &12!02 2:49:39 PM <br /> Paget Engine Version:1.2.1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 4 <br /> I ; a <br /> 13.2" <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Header(Flush 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 Live Dead Location Application Comment <br /> Tapered(pif) Floor(1.00) 380.0 To 550.0 143.0 To 206.0 0 To 13'2" Adds To <br /> (1) Point(lbs) Floor(1.00) 0 11615 12 11" - <br /> -(1)Analysis assumes loads are passed through to support: Sufficient strength full depth blocking,rim or squash blocks are required at support(s):2 The <br /> accessories shown,at the diagram above,have NOT been checked for capacity. Downward acting point loads are included in the reported SUPPORT(S) <br /> reactions. These are the reactions associated with the highest coefficient of duration and may not be the most CRITICAL case when designing the <br /> supporting member below. <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(lbs) Detail Other <br /> Width Length Live/Dead/Uplift/Total <br /> 1 Wood column 5.25" 5.25" 3129/1261 /0/4390 L5 None <br /> 2 Wood column 5.25" 6.30" 3520/13020/0/16540 L1:Blocking Custom Blocking <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5,L1:Blocking <br /> -Bearing length requirement exceeds input at support(s)2.Supplemental hardware is required to satisfy bearing requirements. <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) -4668 -3767 8035 Passed(47%) Rt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 13920 13920 19902 Passed(70%) MID Span 1 under Floor loading <br /> Live Load Defl(in) 0.315 0.314 Passed(L/477) MID Span 1 under Floor loading <br /> Total Load Defl(in) 0.442 0.627 Passed(L/341) MID Span 1 under Floor loading <br /> -Deflection Criteria:STANDARD(LL:U480,TL:L240). <br /> -Bracing(Lu):All compression edges(top and bottom)must be braced at 2 8"o/c unless detailed otherwise. Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <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 :651-638-1412 <br /> PLANNINGDESIGN@EMAIL.MSN.COM <br /> Copyright ® 2001 by True Joist, a Weyerhaeuser Business <br /> Parallam® is a registered trademark of Trus Joist. <br />