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� �F 0 R T E � MEMBER REPORT Girders(Sized for point loads on/y), GT 1 FAILED <br /> 1 piece(s) 2 x 4 Spruce-Pine-Fir No. 1 / No. 2 <br /> Support 1 failed the reaction check due to insufficient bearing capacity. <br /> Support 2 failed the reaction check due to insufficient bearing capaciry. <br /> Overall Length:19' <br /> �: <br /> �_y <br /> + + <br /> 0 0 <br /> � 19. � <br /> � � <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> �' �: y i �yal�tua�lo,n � Iubw�erl:� :,: .�1' �tl:�C?oqip�lt � �.), system:wau <br /> Member Reaction(Ibs) 8895 @ 4" 3506(5.50") Failed(254%) -- 1.0 D+1.0 S(All Spans) Member Type:Header <br /> Shear(Ibs) 8193 @ 9" 543 Failed(1508%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residentlal <br /> Moment(Ft-Ibs) 39339 @ 9'6" 385 Failed(10212%) 1.15 1.0 D+1.0 S(All Spans) Buildtng code:IBc <br /> Live Load Defl.(in) 201.569 @ 9'6" 0.611 Failed(U1) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Total Load DeFl.(in) 317.201 @ 9'6" 0.313 Failed(L/1) -- 1.0 D+1.0 S(All Spans) <br /> • Deflectbn crlteria:LL(U360)and TL(5/16"). <br /> • &adrg(Lu):All compression edges(top and bottom)must be braced at 6"o/c unless detailed otherwise.Proper attachmeM and posmoning of Wteral bracing <br /> is required to achieve member stabllity. <br /> •Appllpble plculatlons are based on NDS 2005 methodology. <br /> 9earinD 1:a#dR�Q SuPPo�ts(16S)' , <br /> SUpP01#6 Tofal Ylrsdeble Requirod 9qsd : �Snoxr 5 T�il' �1m�ias . ,, . <br /> 1-Trimmer-SPF 5.50" 5.50" 13.95" 3243 5653 8896 None <br /> 2-Trimmer-SPF 5.50" 5.50" 13.95" 3243 5653 8896 None <br /> Tributaty Dead Snow - <br /> L08d5' Loe�on WWfh (0.90) (1.15)'` ComiwlKs <br /> 1-Uniform(PSF) 0 to 19' 17' 20.0 35A� � � Snow-main <br /> �eYel'�188USCY:�O�ES'. �. .. .� .. '. . .' `. .�. „ �.,.. �� . ...:' �.. :, � �. . (Zj)SUSTAINABLEfORESTRYINITIATNE <br /> Weyerhaeuser warrards that the sizing of its products wlll be In aaordance with Weyerhaeuser product desgn crlteria and puMished design values. � <br /> Weyerhaeuser expressly disclaims any otfier wartanties related to the software.Refer to current Weyerhaeuser IiteraWre for installation detalls. <br /> (www.woodbywy.com)Attessories(Rim Board,Blocking Panels and Squash Blacks)are not designed by this software.Use of this soRware is not Intended to <br /> circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible W <br /> aswre that this wlculation is wmpatlble with the overall project.Produds manufactured at Weyerhaeuser facillties are third-party certified to sustainable <br /> forestry standards. <br /> The product applicadon,input design loads,dimensions and support infortnation have been provided by Plan date:06/OS/2015 <br /> Forte Sottware Operator dob Notes 8/6/2015 9:12:35 AM <br /> John Nelsen Advance Homes Forte v4.6,Design Engine:V6.1.1.5 <br /> Lyman Lumber 2560 Kelly Ave 2560 Kelly Ave Excelsior MN.4te <br /> (952)470-4803 Ezcelsior MN <br /> john_nelsen@lymanlumber.com #2052908!05!2n15 � <br /> Page 43 of 43 <br />