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Typical RoofRaWwith 0rift@16"oc <br /> T,FBwn(TM)6.10 5 .700301 11 7/8"t, 416 140"Q16" DIC <br /> User:2 71150004 2:53:06 PM <br /> Pagel Ervine Version'1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Member Slope:0/12 Roof SlopeO12 <br /> 2 <br /> All dimensions are horizontal. Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Joist Member. <br /> Primary Load Group-Snow(psf):35.0 Live at 115%duration, 15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br /> Tapered(psf) Snow(1.15) 73.0 To 0.0 0.0 To 0.0 0 To 10'6" Adds To <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(Ibs) Detail Other <br /> Width Length Live/Dead/Upliftfrotal <br /> 1 Stud wall 3.50" 3.50" 746/150/0/896 End,TJI Blocking 1 Ply 11 7/8"TJ140110 <br /> 2 Stud wall 3.50" 3.50" 465/150/0/615 End,TJI Blocking 1 Ply 117/8"TJO 110 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) 862 848 1794 Passed(47%) U.end Span 1 under Snow loading <br /> Vertical Reaction(Ibs) 862 862 1553 Passed(55%) Bearing 1 under Snow loading <br /> Moment(Ft-Lbs) 2601 2601 3467 Passed(75%) MID Span 1 under Snow loading <br /> Live Load Defl(in) 0.367 0.486 Passed(U477) MID Span 1 under Snow loading <br /> Total Load Defl(in) 0.462 0.729 Passed(U379) MID Span 1 under Snow loading <br /> -Deflection Criteria:STAN DARD(LL:U360,TL:U240). <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 /> 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 C• 2003 by Trus Joist, a Weyerhaeuser Business <br /> TJI® and TJ-Beam:) are registered trademarks of Trus Joist::_ <br /> e-I Joist^',Pro- and TJ-Pro" are trademarks of Trus Joist. <br />