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e" 203608 GAR/SPORT COURT <br /> 1j ZZ Kr�1804 2 Pcs of 1 3/4" x 11 7/8" 2.0E Parallam® PSL <br /> TJ-Beem(rM)6.10 Serial Number:700300.9604 <br /> User:1 121/2004 3:49:22 PM <br /> Page 1 Engine Version_1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Member Slope:0112 Roof SlopeOtl2 <br /> E1 <br /> 8.8” <br /> All dimensions are horizontal. Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width:1' <br /> Primary Load Group-Roof(psf):20.0 Live at 125%duration, 15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br /> Uniform(plf) Roof(1.25) 1000.0 375.0 0 To 8'8" Adds To <br /> Uniform(plf) Floor(1.00) 280.0 105.0 0 To 8'8" Adds To <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(lbs) Detail Other <br /> Width Length LivelDead!UpliftlTotal <br /> 1 Wood column 5.25" 5.25" 5633/2201 /0/7835 L5 None <br /> 2 Wood column 5.25" 5.25" 5633/2201 /0/7835 L5 None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) 7270 -5254 10044 Passed(52%) Rt.end Span 1 under Roof loading <br /> Moment(Ft-Lbs) 14615 14615 24878 Passed(59%) MID Span 1 under Roof loading <br /> Live Load Defl(in) 0.154 0.268 Passed(L/625) MID Span 1 under Roof loading <br /> Total Load Defl(in) 0.215 0.402 Passed(U450) MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL:L1360,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 /> -Design assumes adequate continuous lateral support of the compression edge. <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 /> -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 /> 9100 BALTIMORE ST.NE <br /> SUITE 106 <br /> BLAINE, MN 55449 <br /> Phone:(763)780-8004 <br /> Fax :(763)780-8015 <br /> DFPPLANNINGDESIGN@VISI.COM <br /> Copyright © 2003 by Trus Joist, a Weyerhaeuser Business <br /> Parallam® is a registered trademark of Trus Joist. <br />