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M2198 GAR DR <br /> T,fies"I M&MSeri.;�7�,OM 2 PCs of 1 31V x 91/2" 2AE ParallamOD PSL <br /> User.2 8111102 248:17 PM <br /> pe <br /> Pal Engine Vengon:1.21 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> -CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Member SkW..I R2 Root SlopcM2 <br /> F77 <br /> R]a <br /> All dimensions are horizontal. Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width:V <br /> Primary Load Group-Roof(psf):40.0 Live at 125%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Lire Dead Location Application Comment <br /> Uniform(plf) Roof(1.25) 540.0 203.0 0 To 10' Adds To <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(Ibs) Detail Other <br /> Width Length Live/Dead/UpiiftlTotal <br /> 1 Wood column 5.25" 5.25' 290011142/0/4042 L5 None <br /> 2 Wood column 5.25" 5.25" 2900/1142/0/4042 L5 None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(Ibs) 3769 -3048 8035 Passed(38%) Rt.end Span 1 under Roof loading <br /> Moment(Ft-Lbs) 8881 8881 16321 Passed(54%) MID Span 1 under Roof loading <br /> Live Load Dell(in) 0.224 0.313 Passed(U503) MID Span 1 under Roof loading <br /> Total Load Dell(in) 0.312 0.469 Passed(Lt361) MID Span 1 under Roof loading <br /> -Detlection Criteria:STANDARD(LL:L/360,TL:L240). <br /> -Bracing(Lu):AN compression edges(top and bottom)must be braced at 7 8"o%unless detailed otherwise. Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> -Design assumes adequate continuous lateral support of the compression edge. <br /> ADDITIONAL NOTES: <br /> -IMPORTANTI 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 /> -Nat all products are readily available. Check with your supplier or TJ technical representative for product availability. <br /> -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. <br /> -Allowable Strees Design methodology was used for Building Code UBC analyzing the TJ Distribution product[Wed 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:651 4Ki8-6889 <br /> Fax :651-638-1412 <br /> PLANNINGDESIGN@EMAIL.MSN.COM <br /> Copyright 0 2001 by Trus Joist, a Weyerhaeuser Business <br /> Parallam® is a registered trademark of Trus Joist. <br />