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T202392 BSMT <br /> A"�'�!amerB 3 Pcs of 1 3/4" x 18" 2.0E Para!tarn® PSL <br /> TJ-Beam(TM)6.05 Serial Number.7002001601 <br /> User 2 02 10:34:13 <br /> Pagel Engine Version:1.512 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> Version: <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> F44 41 <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 /> Tapered(plf) Floor(1.00) 760.0 To 700.0 285.0 To 263.0 0 To 1'6" Adds To <br /> Uniform(plf) Floor(1.00) 700.0 263.0 1'6"To 9'6" Adds To <br /> Tapered(plf) Floor(1.00) 700.0 To 760.0 263.0 To 285.0 9'6"To 11' Adds To <br /> Uniform(plf) Floor(1.00) 760.0 285.0 11'To 16'6" Adds To <br /> Point(lbs) Floor(1.00) 0 3278 1'3" - <br /> Point(lbs) Floor(1.00) 0 7936 1'9" - <br /> (1) Point(lbs) Floor(1.00) 0 8212 16'3" - <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/UpliftlTotal <br /> 1 Wood column 5.25" 5.25" 6216/12880/0/19096 L5 None <br /> 2 Wood column 5.25" 5.25" 6414/11774!0I18188 L1:Blocking Custom Blocking <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5,L1:Blocking <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) 18746 -7788 18270 Passed(43%) Rt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 41296 41296 65497 Passed_(63.%) MID Span 1 under Floor loading <br /> Live Load Deft(in) 0.241 0.529 Passed(1.1789) MIQ Span 1 under Floor loading <br /> Total Load Dell(in) 0.427 0.794 Passed(1/446) MID Span 1 under Floor loading <br /> -Deflection Criteria:STANDARD(LL:L/360,TL:1240). <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 /> 9100 BALTIMORE ST <br /> BLAINE,MN 55449 <br /> Phone:763-780-8004 <br /> Fax :763-780-8015 <br /> DFPPLANNINGDESIGN@VISI.COM <br /> Copyright 0 2002 by Trus Joist, a Weyerhaeuser Business <br /> Parallam® is a registered trademark of Trus Joist. <br />