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typical F1oot;dois;s#'.16"oa <br /> Tr er►a)6.10 serlY�•••v./oo�o,� ie 11718" TJXo/c <br /> Pagel E7119=4 <br /> ngiinne Version:1.10 3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 2 <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Joist Member. <br /> Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 15.0 Dead <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(lbs) Detail Other <br /> Width Length Live/Dead/UpliftfTotal <br /> 1 Stud wall 3.50" 2.25" 400/150/0/550 End,Rim 1 Ply 1 1W'x 117/8"0.8E TJ-Strand Rim Board® <br /> 2 Stud wall 3.50" 2.25" 400/150/0/550 End,Rim 1 Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rim Board® <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(Ibs) 535 -529 1560 Passed(34%) Rt.end Span 1 under Floor loading <br /> Vertical Reaction(lbs) 535 535 1018 Passed(53%) Bearing 2 under Floor loading <br /> Moment(Ft-Lbs) 1950 1950 3015 Passed(65%) MID Span 1 under Floor loading <br /> Live Load Defl(in) 0.204 0.486 Passed(0859) MID Span 1 under Floor loading <br /> Total Load Defl(in) 0.280 0.729 Passed(U625) MID Span 1 under Floor loading <br /> TJPro 47 45 Passed Span 1 <br /> -Deflection Criteria:STANDARD(LL:U360,TL:U240). <br /> -Deflection analysis is based on composite action with single layer of 23/32"Panels(24"Span Rating)GLUED&NAILED wood decking. <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 <br /> lateral bracing is required to achieve member stability. <br /> TJ-Pro RATING SYSTEM <br /> -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 23/32"Panels(24"Span <br /> Rating)decking. The controlling span is supported by walls. Additional considerations for this rating include:Ceiling-None. A structural analysis of <br /> the deck has not been performed by the program. Comparison Value: 1.4 <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 <br /> be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, <br /> and 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 Custom product listed above. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> March+Larson Residence Ed Quesenberry <br /> Equilibrium Engineers LLC <br /> 16325 Boones Ferry Road#202 <br /> Lake Oswego,OR,OR 97035 <br /> Phone:(503)636-8388 <br /> Fax :(503)636-2090 <br /> edq@equilibriumllc.com <br /> Copyright 0 2003 by Trus Joist, a Weyerhaeuser Business <br /> TJI(& and TJ-Beamn' are registered trademarks of Trus Joist. <br /> e-I Jois t'",Pro" and 7J-Fro"' are trademarks of Trus Joist. <br />