Laserfiche WebLink
e�4a 202198 GAR DR <br /> T.LBemcm 8.02�,;��,�,OM 3 PCs of 13/41' x 14" 2.0E ParallarTO PSL <br /> User 2 en vol zsa09 PM <br /> Pne1 rrgieeVersion:1.21 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> -CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Member Slope.8112 Roof SlopeW12 <br /> F_ <br /> 0 7T r <br /> AN dimensions are horizontal. Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width:l' <br /> Primary Load Group-Roof(pef):40.0 Live at 125%duration,15.0 Dead <br /> Vertical Loads: — <br /> Type Class Live Dead Location Application Comment <br /> Un!form(plf) Roof(1.25) 540.0 203.0 0 To 1 T Adds To <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions pbs) Detail Other <br /> Width Length Llve/Den"pilWotal <br /> 1 Wood column 5.25" 5.25' 4930/2048/0/6978 L5 None <br /> 2 Wood oolu n 5.25" 5.25" 4930/2048/0/6978 L5 None <br /> -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(lbs) 6722 -5661 17763 Passed(32%) Rt.end Span 1 under Roof loading <br /> Moment(Ft-Lbs) 27517 27517 50928 Passed(54%) MID Span 1 under Roof loading <br /> Live Load Dell(in) 0.421 0.546 Passed(U466) MID Span 1 under Roof loading <br /> Total Load Defl(in) 0.596 0.819 Passed(L/330) MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL:IJGW,TL:L240). <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 /> -Design assumes adequate continuous lateral support of the compression edge. <br /> ADDITIONAL NOTES: <br /> -IMPORTANT! The analysis presented is output from software developed by Tna:Joist(TJ). TJ warrants the suing 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 medxxk ogy was used for Building Code UBC analyzing the TJ Distribution product listed above. <br /> -Note:See TJ SPECIFIERS/BUILDER'S GUIDES for multiple ply conn. <br /> PROJECT INFORMATION: OPERATOR INFORMATION: <br /> TERRY MIKKELSON <br /> DFP PLANNING&DESIGN <br /> 4797 HWY 10 <br /> ARDEN HILLS,MN 55112 <br /> Phone:6514Z6-6889 <br /> Fax :651-638-1412 <br /> PLANNINGDESIGN@EMAI L.MSN.COM <br /> Copyright O 2001 by Trus Joist, a Weyerhaeuser Business <br /> Parallam®is a registered trademark of Trus Joist. <br />