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�F 0 R T E � MEMBER REPORT Girders(Sized for point/oads only),FGT 1 FAILED � <br /> 1 piece(s) 2 x 4 Spruce-Pine-Fir No. 1 / No. 2 <br /> Support 1 failed the readion check due to insufficient bearing capacity. <br /> Overall Length:32'3' <br /> + ;; s: . , � <- + <br /> � . <br /> o ` o <br /> � - <br /> - , <br /> , <br /> � <br /> � 3T 3" <br /> 0 0 <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> 11 �L�#1io11', A11aMroA;,.`t,' k�` �ldc � (� System:Floor <br /> Member Reaction(Ibs) 3807 @ 2" 2231(3.50") Failed(171%) -- 1.0 D+1.0 L(All Spans) rtember rype:Drop eeam <br /> Shear(Ibs) 3742 @ 7" 473 Failed(792%) 1.00 1.0 D+1.0 L(All Spans) eu�id�ng use:rtesidennal <br /> Moment(Ft-Ibs) 34507 @ 11' 335 Failed(10302%) 1.00 1.0 D+1.0 L(All Spans) euilding Code:IBC <br /> Live Load Defl.(in) 539.463 @ 15'3 1.060 Failed(Ul) -- 1.0 D+1.0 L(All Spans) �9n Methodology:ASD <br /> 13 16" <br /> Total Load Defl.(in) 750.974 @ 15'3 1.590 Failed(L/1) -- 1.0 D+1.0 L(All Spans) <br /> 13 16" <br /> •Deflection uiteria:LL(U360)and TL(Uz40)• <br /> •Bracing(Lu):All compression edges(top and bottom)must be braced at 6"o/c unless detailed othervvise.Proper attachmeM and positloning of lateral bracing <br /> is required to achieve member stability. <br /> •Applicable calculations are based on NDS 2005 methodology. <br /> �inq i �LOWitDSyPPo►tstlbs) " <br /> +�AP�� total Av�abls ;Requked ;.�aid E� ?otsd Aca�wolim <br /> 1-Stud wall-SPF 3.50" 3.50" 5.97" 1072 2735 3807 Blocking <br /> 2-Hanger on 3 1/2"LVL beam 3.50" Hangerl 4.41" 801 2044 2845 See note 1 <br /> •Blocking Panels are assumed to wrry no loads applied directly above them and the full load is applied to the member being designed. <br /> •At harger supports,the Total Bearing dimension is equal to Me width of the material fhat is supporting the hanger <br /> • 1 See Connector grid below for additional infortnation and/w requirements. <br /> Gonnec6or:Si` Stron Tie Connecbors <br /> Suppott ' . Model Seat Len9tl� TOp Na9s Faoe Nads Membar Naik Aooeaories <br /> 2-Face Mount Harger Connector not found N/A N/A N/A N/A <br /> lYibufary Defd ��100rL�Ye <br /> �S l.oeatlon WidfA (0.80) . (3L�OD} Co�n�s <br /> 1-Uniform(PSF) 0 W 32'3" 2' 15.0 40.0 Main level floo bad <br /> Unked from:Beam <br /> 2-Point(Ib) 11' N/A 863 2199 above srairs,Support <br /> 1 <br /> ���II�'�Q�$ '. ' �� (I�SUSTAINABLE FORESTRY INRIATIVE <br /> 1 <br /> Weyerhaeuser warrar�that the sizing of its produds will be in aaordance with Weyerhaeuser product design criteria and published design values. <br /> Weyerhaeuser expressty disclaims any other warranties related to tfie soRware.Refer to cunent Weyerhaeuser literature for installadon details. <br /> (www.woodbywy.com)Accessories(Rim Board,Blodcing Panels and Squash Blocks)are not designed by this software.Use of this wftware is not iMended to <br /> circumvent the need for a design professional as d�ermined by the aWwrity having jurisdiction.The designer of record,builder or framer is responsible to <br /> assure that fhis calculadon is compatlble with the rnerall projed.Products manufactured at Weyertweuser facilf�es are third-party certified to sustafnable <br /> fwestry sWndards. <br /> The produd application,input design bads,dimensions and support iniormation have been provided by Plan date:06/OS/2015 <br /> Forte SoRware Oparator 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 Excelsior MN <br />� john_nelsenClyr+2nlvmber.com #20S990µ!�5/?0?5 . {�d�8 42 Of 43 <br />