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MEMBER REPORT Level,BEAM PASSED <br /> '�"' R E 2 piece(s) 3/4"1x 117/8 2.0E Microllam® LVL <br /> Omni Logic 11' <br /> 4. 4 <br /> a <br /> • <br /> • <br /> • <br /> • <br /> ? 110 ' <br /> El lil <br /> All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. <br /> Design Results ovation,,. Allowed Result LDP load:Combination(Pattern) System:Floor <br /> Member Reaction(lbs) 5968 @ 4 1/2" 8925(6.00") Passed(67%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam <br /> Shear(lbs) @ 1'5 7/8" 7897 Passed(55%) 1:00 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 13854 @ 5'4 3/8" 17848 Passed(78%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 <br /> Live Load Defl.(in) 0.219 @ 5'5 9/16" 0.342 Passed(L/562) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Total Load Dell.(in) 0.305 @ 5'5 9/16" 0.512 Passed(L/404) -- 1.0 D+1.0 L(All Spans) <br /> •Deflection criteria:LL(L/360)and TL(1/240). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 9'o/c unless detailed otherwise. <br /> •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 11'o/c unless detailed otherwise. <br /> Bearing Length .cads to Supper(lbs) <br /> Supports Total Available Required Dead Total' Accessories <br /> 1-Stud wall-SPF 6.00" 6.00" 4.01" 1676 4292 5968 Blocking <br /> 2-Stud wall-SPF 6.00" 6.00" 3.48" 1460 3715 5175 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 F1oor'U a •-:%,r,:,,,,,,,s ' <br /> Loads Location(Side) width (ago) (La(1) Ceinitients <br /> 0-Self Weight(PLF) Oto 11' N/A 12.1 <br /> Resi <br /> 1-Uniform(PSF) 0 to 7 6"(Top) 20' 15.0 40.0Senbal-Living <br /> Area2-Uniform(PSF) 7'6"to 11'(Top) 14'4" 15.0 40.0 Residential-Liv ng <br /> Areas <br /> Weyerhaeuser Notes 0SUSTAINABLE FORESTRY mITluroE <br /> Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values. <br /> Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design <br /> professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is <br /> compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at <br /> Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES <br /> under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports, <br /> Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. <br /> The product application,input design loads,dimensions and support Information have been provided by Forte Software Operator <br /> " 1. <br /> Forte Software Operator Job Notes 3/29/2018 12:40:59 PM <br /> Forte v5.3,Design Engine:V7.0.0.5 <br /> Jackie Trombley <br /> Weekes Forest Products <br /> (651)393-2748 <br /> jackle.trombley@weekesforest.com Page 1 of 1 <br />