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• S( I5 - 1030 U3 110W V1' <br /> 202137 DECK 7 c <br /> TJ-Beam(TM)8.02Serial_Nu e70030%160. 5 1/4" x 9 1/4" 2.0E Parallam® PSL, CCA-SL 2 (19% < MC< 28%) <br /> User.2 4/10!02 11:12:01 AM <br /> Pagel Engine Version:1.2.1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> ,0 <br /> 12.6» <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(0) Floor(1.00) 240.0 90.0 0 To 12'6" Adds To <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(lbs) Detail Other <br /> Width Length Live/Dead/Uplift/Total <br /> 1 Wood column 5.50" 5.50" 1750/751 /0/2501 L1:Blocking 1 Ply 1 3/4"1.9E Microllam®LVL <br /> 2 Wood column 5.50" 5.50" 1750/751 /0/2501 L1:Blocking 1 Ply 1 3/4"1.9E Microllam®LVL <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L1:Blocking <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) 2368 -2009 5727 Passed(35%) Rt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 7005 7005 13409 Passed(52%) MID Span 1 under Floor loading <br /> Live Load Defl(in) 0.221 0.296 Passed(U642) MID Span 1 under Floor loading <br /> Total Load Defl(in) 0.400 0.592 Passed(L/355) MID Span 1 under Floor loading <br /> -Deflection Criteria:STANDARD(LL:U480,TL:L/240). <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 /> 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 /> -Not 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 /> -Environment Consideration: CCA-SL 2(19%<MC<28%) <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 /> Paraliam® is a registered trademark of Trus Joist. <br />