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k,„„.D 202392 GAR DR <br /> A« `verBusFParallam®PSL <br /> „,(, <br /> z,, )6.06 sem Number:70020018MUser 2 2 PCS of 1 3/4" x 11 718 2.0E <br /> Page Eng�Version:15N12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> 4 <br /> 0 g <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) 440.0 165.0 0 To 10' Adds To <br /> Uniform(plf) Roof(1.25) 720.0 270.0 0 To 10' Adds To <br /> Point(lbs) Floor(1.00) 0 4199 7 - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(Ibs) Detail Other <br /> Width Length LivelDeadIUptiftITotal <br /> 1 Wood column 5.25" 5.25" 6000/3519/0/9519 L5 None <br /> 2 Wood column 5.25" 5.25" 6000/5310/0/11310 L5 None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(Ibs) -10791 -8937 10044 Passed(89%) Rt.end Span 1 under Roof loading <br /> Moment(Ft-Lbs) 24348 24348 24878 Passed(98%) MID Spar21 under Roof loading <br /> Live Load Deft(in) 0.250 0.313 Passed_(L/450) MID Span 1 under Roof-loading <br /> Total Load Deft(in) 0.460 0.469 Passed(L/244) MID Spent under Roof loading <br /> -Deflection Criteria:STANDARD(LL:L/360,TL: 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 /> 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 /> Pune:763-780-8004 <br /> Fax :763-780-8015 <br /> DFPPLANNINGDESIGN z VISI.COM <br /> Copyright ® 2002 by Trus Joist, a Weyerhaeuser Business <br /> Parallam® is a registered trademark of True Joist. <br />