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M2198 BSMT REC RM WDW <br /> .�4r' ~a <br /> TJ-Bsam(TM)8.025� � 1� 2 PCs of 13/4"' x 11718'* 2.0E Parallalm®PSL <br /> User.2 8/12/02 8:1258 AM <br /> Papel Engine Vmsion:1.21 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> -CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> d 14r 6" <br /> Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width:V <br /> Primary Load Group-Residential-Living Areas(psi):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) 120.0 45.0 0 To 7 6" Adds To <br /> Uniform(plf) Floor(1.00) 200.0 75.0 2 6"To 14'6" Adds To <br /> Point(Ibs) Floor(1.00) 0 1054 V IV - <br /> Pointpbs) Floor(1.00) 0 6099 2 6" - <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions pbs) Detail Other <br /> Width Length Live/Dead/Uplitt/Total <br /> 1 Wood column 5.25" 5.25" 1554/6778/0/8332 L5 None <br /> 2 Wood column 5.25" 5.25" 1726/1793/0/3519 L5 None <br /> -See TJ SPECIFIERS/BUILDERS GUIDE for detal(s):L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear abs) 8259 7999 8035 Passed(100%) U.end Span 1 under Floor loading <br /> Moment(Ft-Lbs) 16974 16974 19902 Passed(85%) MID Span 1 under Floor loading <br /> Live Load Deft(n) 0.217 0.463 Passed(Lf769) MID Span 1 under Floor loading <br /> Total Load Deft(in) 0.635 0.694 Passed(L262) MID Span 1 under Floor loading <br /> -Defection Criteria:STANDARD(LL:L/360,TL:L/240). <br /> -Brecing(Lu):All compression edges(top and bottom)must be braced at 2 8"o/c unless detailed otherwise. Proper attachment and positioning or 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 bads,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 65146364889 <br /> Fax :651-638-1412 <br /> PLANNINGDESIGN@EMAIL.MSN.COM <br /> Copyright 0 2001 by Trus Joist, a Weyerhaeuser Business <br /> Parallam0 is a registered trademark of Trus Joist. <br />