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MEMBER REPORT BASEMENT,9'BEAM AT STAIRS PASSED <br /> 1 !4 R T E 2 piece(s) 1 3/4" x 5 1/2" 1.9E Microllam® LVL <br /> Overall Length: 10 4 0 <br /> Y '2 � <br /> s <br /> w y;,.•:' s . 3 ,- -i '` -('t h�` f rr ; r ' F', k ' !-:ii VJ t 4 <br /> J <br /> +. x. S '"x-x ,b ,C 2 t,} t f P s'3P } 3 '� ,F <br /> K Y sr E _ hN�y �S + <br /> ��r....� ,;,.'S.+.t i f n;s` 'IA L .'',7."' . `..."4' z. "rte s€;te r y ; -:7t., <br /> 0 <br /> 990 4' <br /> 0 0 <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor <br /> Member Reaction(lbs) 732 @ 10 2 0 5206(3.50") Passed(14%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam <br /> Shear(lbs) 689 @ 9 7 0 3658 Passed(19%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 1865 @ 7 3 0 4251 Passed(44%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC <br /> Uve Load Defl.(in) 0.247 @ 5 5 8 0.250 Passed(L/485) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.338 @ 5 5 6 0.500 Passed(1/355) -- 1.0 D+1.0 L(All Spans) <br /> • Deflection criteria:IL(1/480)and TL(1/240). <br /> • Bracing(Lu):All compression edges(top and bottom)must be braced at 10 4 0 o/c unless detailed otherwise.Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> Bearing Length Loads to Supports(lbs) <br /> Supports Total Available Required Dead V°v°er Total Accessories <br /> 1-Stud wall-SPF 3.50" 3.50" 1.50" 134 342 476 Blocking <br /> 2-Stud wall-SPF 3.50" 3.50" 1.50" 196 536 732 Blocking <br /> •'Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. <br /> Tributary Dead Floor Live <br /> Loads Location width (0.90) (1.00) Comments <br /> 1-Uniform(PSF) 0 0 0 to 10 4 0 1 0 0 12.0 40.0 1ST FLOOR <br /> 2-Point(Ib) 7 3 0 N/A 151 465 Linked from:3'BEAM AT STAIRS, <br /> Support 1 <br /> Weyerhaeuser Notes 0SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. YYYYYY <br /> Weyerhaeuser expressly disdaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. <br /> (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software 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 to <br /> assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable <br /> fotesby standards. <br /> The product application,Input design loads,dimensions and support information have been provided by DAVE S <br /> Forte Software Operator Job Notes 1/15/2014 7:33:25 AM <br /> Kyle Militzer 0110142 Forte v4.1,Design Engine:V5.7.0.245 <br /> Shaw/Stewart Lumber Co. PLEKKENPOL 011014.2 Plek Berr.4te <br /> (612)238-4204 BERRELL <br /> kmilitzer@shawstewartlumberco.com Page 1 of 1 <br />