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1816 WETMORE AVE 2020-06-15
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1816 WETMORE AVE 2020-06-15
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6/15/2020 7:46:44 AM
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6/15/2020 7:45:41 AM
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Street Name
WETMORE AVE
Street Number
1816
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Level, B4-L2F <br /> 1 piece(s) 4 x 10 Douglas Fir-Larch No. 2 <br /> Overall Length:6' 10" <br /> s'3" <br /> a <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor <br /> Member Reaction(lbs) 888 @ 2" 3347(2.25") Passed(27%) — 1.0 D+1.0 L(All Spans) Member Type:Flush Beam <br /> Shear(lbs) 631 @ 1'3/4" 3885 Passed(16%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> Moment(Ft-lbs) 1416 @ 3'5" 4492 Passed(32%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 <br /> Live Load Defl.(in) 0.022 @ 3'5" 0.162 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Total Load Defl.(in) 0.029 @ 3'5" 0.325 Passed(1/999+) -- 1.0 D+1.0 L(All Spans) <br /> •Deflection criteria:LL(1/480)and 11.(1/240). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 6'8"o/c unless detailed otherwise. <br /> •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 6'8"o/c unless detailed otherwise. <br /> •Applicable calculations are based on NDS. <br /> Bearing Loads to Supports(lbs) <br /> Supports Total Available Required Dead We Total Accessories <br /> 1-Stud wall-SPF 3.50" 2.25° 1.50' 232 683 915 1 1/4°Rim Board <br /> 2-Stud wall-SPF 3.50" 2.25' 1.50" 232 683 915 1 1/4"Rim Board <br /> •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. <br /> Tributary Dead Floor Live <br /> Loads Location(Side) Width (0.90) (1.00) Comments <br /> 0-Self Weight(PLF) 1 1/4"to 6'8 3/4" N/A 8.2 <br /> 1-Uniform(PSF) 0 to 6'10"(Front) 5' 12.0 40.0 Residential-Living <br /> Areas <br /> Member Notes <br /> FLUSH BEAM <br /> Weyerhaeuser Notes ,)SUSTAINABLE FORESTRY INITIATIVE <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 disdaims 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,Weyerhaeuser <br /> 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 />
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