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"r4 W7 ` 202198 DINING WDW <br /> T, ,r"6.02se"N,„ 7 G01 3 PCs of 1 3/4" x 91/2" 2.0E ParallamlD PSL <br /> USW.2 en 1102 3:55:09 PM <br /> Pap SVine Versim 1.2.1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> -CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Overal Danenawrc T i" <br /> ® 3 <br /> Product Darpram is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width:l' <br /> Primary Load Group-RSI-Living Arcs(psf):40.0 Live at 100%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br />. r Point(lbs) Floor(1.00). 0 19676 4'1' - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions pbs) Detail Other <br /> Width Length Live/Dead/UplilttlTotal <br /> 1 Wood column 5.25' 5.25" 731-7711-784/-784 L5 None <br /> 2 Wood column 5.25" 5.25" 17211953910/19711 L5 None <br /> 3 Wood column 5.25" 5.25" 7311137/0/1210 L5 None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shaer(lbs) 18739 -1100 8678 Passed(13%) Rt.end Span 2 under Dead loading <br /> Moment(Ft-Lbs) 3353 3353 17627 Passed(19%) MID Span 2 under Dead loading <br /> Live Load Dell(in) 0.000 0.115 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading <br /> Total Load Defl(n) 0.011 0.172 Passed(L/999+) MID Span 2 under Floor ALTERNATE span loading <br /> -Deflection Criteria:STANDARD(LL•LGW,TLL240). <br /> Bradng(Lu):All 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 /> -The load conditions considered in this design analysis include alternate member pattern loading. <br /> ADDITIONAL NOTES: <br /> -IMPORTANT! The analyse 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 bads,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"fable. 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 Cade UBC analyzing the TJ Distribution product listed above. <br /> -Nobe: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:651-636-6889 <br /> Fax :6511408-1412 <br /> PLANNINGDESIGN@EMAIL.MSN.COM <br /> Copyright 0 2001 by Trus Joist, a Weyerhaeuser Business <br /> Parallame is a registered trademark of Trus Joist. <br />