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MEMBER REPORT 8 of 32 PASSED <br /> Garage Addition,Alternate Roof Ceiling Beam(Joist alterante) Good, USE <br /> 2 piece(s)2 x 8 HF No.2 to support <br /> ridge beam <br /> Overall Length: 12' 1 ' at 2 ' 8 ' ' o. c. <br /> 1 ,I <br /> L1 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 @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor <br /> Member Reaction(Ibs) 467 @ 2" 4253(3.50") Passed(11%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Drop Beam <br /> Building Use:Residential <br /> Shear(Ibs) 462 @ 10 3/4" 2501 Passed(18%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBC 2018 <br /> Moment(Ft-Ibs) 2500 @ 6'1" 2569 Passed(97%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.280 @ 6'4 5/16" 0.417 Passed(L/536) -- 1.0 D+0.75 L+0.75 S(All Spans) <br /> Total Load Defl.(in) 0.473 @ 6'4 1/4" 0.625 Passed(L/317) -- 1.0 D+0.75 L+0.75 S(All Spans) <br /> • Deflection criteria:LL(L/360)and TL(L/240). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •Applicable calculations are based on NDS. <br /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Floor Live Snow Total Accessories <br /> 1-Stud wall-SPF 3.50" 3.50" 1.50" 192 118 248 558 Blocking <br /> 2-Stud wall-SPF 3.50" 3.50" 1.50" 176 122 222 520 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 /> Lateral Bracing Bracing Intervals Comments <br /> Top Edge(Lu) 3'6"o/c <br /> Bottom Edge(Lu) 12'10"o/c <br /> •Maximum allowable bracing intervals based on applied load. <br /> Dead Floor Live Snow <br /> Vertical Loads Location(Side) Tributary Width (0.90) (1.00) (1.15) Comments <br /> 0-Self Weight(PLF) 0 to 12'10" N/A 5.5 -- -- <br /> 1-Uniform(PSF) 2'to 11'(Front) 2'8" - 10.0 - Attic Live <br /> Linked from: <br /> 2-Point(lb) 6'1"(Top) N/A 149 - 235 Alternate Ridge <br /> Beam,Support 1 <br /> Linked from: <br /> 3-Point(lb) 6'1"(Top) N/A 149 - 235 Alternate Ridge <br /> Beam,Support 2 <br /> Weyerhaeuser Notes <br /> Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties <br /> related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is <br /> responsible to assure that this calculation is 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 under evaluation reports ESR-1153 and ESR-1387 <br /> and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to <br /> vwvw.weyerhaeuser.com/woodproducts/document-library. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> ForteWEB Software Operator Job Notes <br /> Michael Antimie <br /> n/a <br /> ' (714)277-6004 <br /> , michael.antimie@outlook.com Weyerhaeuser <br />