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4*-• l (�� 202277 MECH POINT LOAD <br /> TJ-Beam(TM)6.02 Serial ts="7" 160 2 Pcs of 1 3/4" x 11 7/8" 2.0E Parallam® PSL <br /> User.2 6/12/02 3:25:36 PM <br /> Page 1 Engine Version:1.2.1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> ❑i � <br /> 19'6" a <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 /> Uniform(plf) Floor(1.00) 64.0 24.0 0 To 19'6" Adds To <br /> (1) Point(lbs) Floor(1.00) 0 2323 3" <br /> Point(lbs) Floor(1.00) 0 1518 6 6" - <br /> -(1)Analysis assumes loads are passed through to support: Sufficient strength full depth blocking,rim or squash blocks are required at support(s):1 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" 1013/3849/0/4862 L5 None <br /> 2 Plate on masonry wall 5.50" 5.50" 1015/1006/0/2021 Al:Blocking 1 Ply 1 3/4"2.0E Parallam®PSL <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5,A1:Blocking <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) 2490 2316 8035 Passed(29%) Lt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 12423 12423 19902 Passed(62%) MID Span 1 under Floor loading <br /> Live Load Defl(in) 0.316 0.471 Passed(L/717) MID Span 1 under Floor loading <br /> Total Load Defl(in) 0.804 0.943 Passed(L281) 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 Trus Joist, a Weyerhaeuser Business <br /> Parallam® is a registered trademark of Trus Joist. <br />