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~ 202392 GUEST RM DR <br /> Atilinrabaeuser <br /> TJ.Beam(TM)6.05Sena( l 2 Pcs of 1 3/4" x 9 112" 2.0E Paralfaml® PSL <br /> Uses 2 Engin Version:06 <br /> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> Pagel Engine Version:1.5.12 <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 4 <br /> 000 AEI <br /> r <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop 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(plf) Floor(1.00) 760.0 285.0 0 To 4'8" Adds To <br /> Uniform(plf) Floor(1.00) 760.0 420.0 2'10"To 4'8" Adds To <br /> Point(lbs) Floor(1.00) 0 2090 2'10" - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(Ibs) Detail Other <br /> Width Length Live!DeadlU pliftlTotal <br /> 1 Wood column 5.25" 5.25" 2084/1631/0/3715 15 None <br /> 2 Wood column 5.25" 5.25" 3043/2678/0/5720 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) -5004 -2905 6428 Passed(45%) Rt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 4962 4962 13057 Passed(38%) MID Span 1 under Floor loading <br /> Live Load Defi(in) 0.020 0.135 Passed(L/999+) MID Span 1 under Floor loading <br /> Total Load Defi(in) 0.043 0.202 Passed(L./999+) MID Span 1 under Floor loading <br /> -Deflection Criteria:STANDARD(LL:Lt360,TL:L1240). <br /> -Bracing(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 /> 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 <br /> BLAINE,MN 55449 <br /> Phone:763-780-8004 <br /> Fax :763-780-8015 <br /> DFPPLANNINGDESIGN@VI SI.COM <br /> Copyright © 2002 by Trus Joist, a Weyerhaeuser Business <br /> Parallame is a registered trademark of Trus Joist. <br />