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�l 202277 BED 5 WDW <br /> TJ-Beam(TM)6.02 Serial NU ";0 ; 2 Pcs of 1 3/4" x 9 1/2" 2.0E Parallam® PSL <br /> User.2 &12102 3:10:04 PM <br /> Page 1 Engine Version:1.21 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 0 0 <br /> Product Diagram is 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 Live Dead Location Application Comment <br /> Uniform(plf) Floor(1.00) 580.0 218.0 0 To 6'4" Adds To <br /> Uniform(plf) Floor(1.00) 340.0 278.0 0 To 6'4" Adds To <br /> Uniform(plf) Roof(1.25) 780.0 413.0 5'To 6'4" Adds To <br /> (1) Point(lbs) Floor(1.00) 0 4733 3" - <br /> Point(lbs) Roof(1.25) 0 4480 5' - <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" 3111 /7223/0/10334 L1:Blocking Custom Blocking <br /> 2 Wood column 5.25" 5.25" 4009/5843/0/9852 L5 None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking,L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) -9016 -6554 6428 Passed(102%) Rt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 8911 8666 13057 Passed(66%) MID Span 1 under Floor loading <br /> Live Load Defl(in) 0.063 0.190 Passed(L/999+) MID Span 1 under Roof loading <br /> Total Load Defl(in) 0.136 0.285 Passed(L/503) MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL:L/360,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 /> Parallam0 is a registered trademark of Trus Joist. <br />