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a FORTE `' <br /> s%di�:P�Jl°,ale IF'S dliri VASSEily <br /> Level,Floor: Drop Beam <br /> i piece(s)4 x 6 DF No.2 <br /> Overall Length:4'7' <br /> 4' <br /> Fil <br /> 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) 1050 @ 3 1/2" 3281(1.50") Passed(32%) -- 1.0 D+1.0 L(All Spans) Member Type:Drop Beam <br /> Shear(Its) 809 @ 9" 2310 Passed(35%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> eullding Code:IBC 2018 <br /> Moment(Ft-Ibs) 1050 @ 2'3 1/2" 1714 Passed(61%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:Aso <br /> Live Load DeFl.(in) 0.030 @ 2'3 1/2" 0.133 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) <br /> Total Load DeFl.(in) 0.039 @ 2'3 1/2" 0.200 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) <br /> •Deflection criteria:ILL(L/360)and TL(1/240). <br /> •A 0.4%decrease in the moment capacity has been added to account for lateral stability. <br /> •Applicable calculations are based on Nos. <br /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Floor Live Factored Accessories <br /> 1-Hanger on 5 1/2"GLB beam 3.50" Hanger' 1.50" 285 917 1201 See note 1 <br /> 2-Hanger on 51/2"GLB beam 3.50" Hangers 1 1.50" 285 917 1201 See note 1 <br /> •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger <br /> •1 See Connector grid below for additional information and/or requirements. <br /> Lateral Bracing Bracing Intervals Comments <br /> Top Edge(Lu) End Bearing Points <br /> Bottom Edge(Lu) End Bearing Points <br /> Connector:Simpson Strong-Tie <br /> Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories <br /> 1-Top Mount Hanger THA413 1.75" 4-10d 2-10d 4-10d <br /> 2-Top Mount Hanger THA413 1.75" 4-10d 2-10d 4-10d <br /> •Refer to manufacturer notes and instructions for proper installation and use of all connectors. <br /> Dead Floor Live <br /> Vertical Loads Location(Side) Tributary Width (0.90) (1.00) Comments <br /> 0-Self Weight(PLF) 3 1/2"to 4'3 1/2" N/A 4.9 -- <br /> 1-Uniform(PSF) 0 to 4'7"(Front) 10' 12.0 40.0 Default Load <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 /> j and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to <br /> www.weyerhaeuser.com/woodproducts/document-library. <br /> The product application,Input design loads,dimensions and support information have been provided by Patrick B.Stickler,PhD,PE <br /> ForteWEB Software operator Job Notes 10/12/2023 7:12:16 PM UTC <br /> Patrick Stickler Covered patio with provided drawings. <br /> Cascade View Residential Structural Engineering ForteWEB v3.6,Engine:V8.3.1.5,Data:V8.1.4.1 <br /> (425)760-4578 <br /> pbstickler@gmail.com Weyerhaeuser File Name: McFarland <br /> Page 1/1 <br />