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M2198 LAUND WDW <br /> TJ-139=rM)= ��,mmmem 2 PCs of 13/4" x 91/2" 2.0E Parallax! S PSL <br /> User.2 GM 112 245:57 PM <br /> Papi ENinevmsionA.21 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> —CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> r g^ ' <br /> Produet Wagrfam is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width:V <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 Applicatbn Comment <br /> Unifwn(pif) Floor(1.00) 360.0 135.0 0 To 5 6" Adds To <br /> Unftm(plf) Roof(125) 420.0 278.0 2'To 5 6" Adds To <br /> Pointpbs) Roof(1.25) 0 2535 7 - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(Ibs) Detall Other <br /> Width Length LlwfDead/UpWrotal <br /> 1 Wood column 5.25" 5.25" 153812388/0/3926 L5 None <br /> 2 Wood column 5.25" 5.25" 2132/2002/0/4134 L5 None <br /> -See TJ SPECIFIERS/BUILDERS GUIDE for detail(s):L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Sheer(Ibs) 3751 2799 6428 Passed(44%) U.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 5561 4793 13057 Passed(37%) MID Span 1 under Floor bating <br /> Live Load Defl(n) 0.025 0.162 Passed(U999+) MID Span 1 under Roof loading <br /> Total Load Defl(n) 0.064 0.244 Passed(LI908) MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(L1-:U360JI-1240). <br /> -Bracing(Lu):AN compression edges(top and bottom)must be braced at 7 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 Tars 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 loeds,and <br /> stab--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 /> -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> DFP PLANNING&DESIGN <br /> 4797 HWY 10 <br /> ARDEN HILLS,MN 55112 <br /> Phone:6514636-6889 <br /> Fax :6514638-1412 <br /> PLANNINGDESIGN@EMAIL.MSN.COM <br /> Copyright O 2001 by Trus Joist, a Weyerhaeuser Business <br /> Parallam®is a registered trademark of Trus Joist. <br />