Laserfiche WebLink
4 SEAS PORCH <br /> furgeamcrM,e.asSte, Wawba <br /> i ,„ 2 Pcs of 1 314"x 91/2"2.11E Parallame PSL <br /> User:2 8117/082:34:51 PM <br /> Pagel Engine Version:1.5.12 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN <br /> CONTROLS FOR THE APPLICATION AND LOADS LISTED <br /> Member Slope:*112 Roof Stopet1/12 <br /> 511 <br /> 11. <br /> All dimensions are horizontal. Product Diagram is Conceptual. <br /> LOADS: <br /> Analysis is for a Drop Beam Member. Tributary Load Width:1' <br /> Primary Load Group-Roof(psf):40.0 Live at 125%duration,15.0 Dead <br /> Vertical Loads: <br /> Type Class Live Dead Location Application Comment <br /> Uniform(ptf) Roof(/.25) 34(10 128.0 0 To 11' Adds To <br /> SUPPORTS: <br /> Input Bearing Vertical Reactions(lbs) Detail Other <br /> Width Length Live!DeadillpiiitfTotal <br /> 1 Wood column 5.25" 5.25" 2090/844/0/2934 L5 None <br /> 2 Wood column 5.25" 5.25" 2090/844/0/2934 L5 None <br /> -See TJ SPECIFIER'S I BUILDERS GUIDE for detail(s):L5 <br /> DESIGN CONTROLS: <br /> Maximum Design Control Control Location <br /> Shear(Ibs) 2767 -2278 8035 Passed(28%) Rt.end Span 1 under Roof loading <br /> Moment(Ft-Lbs) 7177 7177 16321 Passed(44%) MID Span 1 under Roof loading <br /> Live Load Deft(in) 0.216 0.346 Passed(1/577) MID Span 1 under Roof loading <br /> Total Load Deft(in) 0.303 0.519 Passed(U411) MID Span 1 under Roof loading <br /> -Deflection Criteria:STANDARD(LL:1J360,TL1240). <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 /> -Design assumes adequate c ontlouous lateral support of the compression edge. <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 /> Phone:763-780-8004 <br /> Fax :763-780-8015 <br /> DFPPLANNINGDESIGN@VISI.COM <br /> Copyright 0 2002 by Trus Joist, a Weyerhaeuser Business <br /> Parallam® is a registered trademark of Trus Joist_ <br />