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j 202198 BSMT BILLIARD POINT LOAD <br /> el� � - <br /> TJaeam(TM)8.02 sem; `�700001601 3 PCs of 1 3/4" x 117/8" 2.0E Parallam® PSL <br /> User:2 8/1202 8:57.33 AM <br /> Papel SVinevemion:1.21 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> -CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Product ftWwn is Conceptual. <br /> LOADS: <br /> Analysis is for a Header(Flush Beam)Member. Tributary Load Width:l' <br /> Primary Load Group-Resider>tial-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) 64.0 24.0 0 To 19'6" Adds To <br /> Point(lbs) Floor(1.00) 0 3428 1(Y 6" - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions Obs) Detail Other <br /> Width Length Live/Dead/UplMrotal <br /> 1 Wood column 5.25" 5.25" 101412148/0/3162 L5 None <br /> 2 Micxollam LVL beam 5.25" 5.25" 1014/2420/013434 A1:Blocking 1 Ply 1 3/4"2.0E Paralla V PSL <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5,A1:Blocking <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(Ibs) -3384 -3202 12053 Passed(27%) Rt.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 23264 23264 29854 Passed(78%) MID Span 1 under Floor loading <br /> Live Load Dell(in) 0.211 0.472 Passed(L1999+) MID Span 1 under Floor Wading <br /> Total Load Defl(in) 0.919 0.944 Passed(L246) MID Span 1 under Floor loading , <br /> -Deflection Criteria:STANDARD(LL•U480,TL1240). <br /> -Bracing(Lu):AN compression edges(top and bottom)must be braced at 7 8"ok 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 warrents 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 SPECIFIERS/BUILDER'S GUIDES for multiple ply connection. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> DFP PLANNING&DESIGN <br /> 4797 HWY 10 <br /> ARDEN HILLS,MN 55112 <br /> Phone:651-636-6889 <br /> Fax :651-638.1412 <br /> PLANNINGDESIGN@EMAIL.MSN.COM <br /> Copyright O 2001 by Trus Joist, a Weyerhaeuser Business <br /> Parallame and Microllam9 are registered trademarks of Trus Joist. <br />