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,i 1Elvi(3L BEER rF; Level,Beam beneath RTU 1 @full depth FAILED <br /> } 1 piece(s) 5 1/8" x 22 1/2" 24F-V8 DF Glulam <br /> Right overhang exceeds the maximum length of 7'for this product. 5l <br /> < <br /> Overall Sloped Length:66 3 7/16" �k <br /> ry r ; <br /> � �� il §� uuT *m m"r� fig <br /> VOIMPAIMilegittaltenfm <br /> 0 <br /> -..- <br /> 31 I Ii <br /> 1, <br /> 4? 2i <br /> 1 (2 <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 @ Location Allowed Result LDF Load;Combination(Pattern) System:Roof <br /> Member Reaction(lbs) 5054 @ 2" 7623(3.50") Passed(66%) -- 1.0 D+1.0 S(Alt Spans) Member Type:Flush Beam <br /> Shear(lbs) 6941 @ 40'5 11/16" 23428 Passed(30%) 1.15 1.0 D+1.0 5(All Spans) Building Use:commercial <br /> Pos Moment(Ft-lbs) 44157 @ 17'9 11/16" 88408 Passed(50%) 1.15 1.0 D+1.0 S(Alt Spans) Building Code:IBC 2015 <br /> Neg Moment(Ft-lbs) -64405 @ 42'6 7/8" 65925 Passed(98%) 1.15 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 2.388 @ 63'10 1/4" 2.194 Failed(2L/220) -- 1.0 D+1.0 S(Alt Spans) Member Pitch:3/12 <br /> Total Load Defl.(In) 2.911 @ 63'10 1/4" 2.925 Passed(21/180) -- 1.0 D+1.0 S(Alt Spans) <br /> • Deflection criteria:LL(L/240)and 11(1/180). <br /> •Overhang deflection criteria:LL(2L/240)and TL(211180). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 41'8"o/c unless detailed otherwise. <br /> • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 26'10"o/c unless detailed otherwise. <br /> • Moment capacity over cantilever support 2 has been reduced by 25%to lessen the effects of budding. <br /> • Critical positive moment adjusted by a volume factor of 0.89 that was calculated using length L=36'4 3/8". <br /> •Critical negative moment adjusted by a volume factor of 0.88 that was calculated using length L=38'6 3/16". <br /> • Upward deflection on right cantilever exceeds 0.4". <br /> •The effects of positive or negative camber have not been accounted for when calculating deflection. <br /> •Applicable calculations are based on NDS. <br /> Bearing Loads to Supports(lbs) - <br /> Supports Total Available Required Dead Snow Total Accessories <br /> 1-Beveled Plate-SPF 3.50" 3.50" 2.32" 1501 3553 5054 Blocking <br /> 2-Beam-GLB 6.75" 6.75" 4.04" 4802 9087 13889 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 Snow <br /> Loads Location(Side) Width (0.90) (1.15) Comments <br /> 0-Self Weight(PLF) 0 to 63'10 1/4" N/A 28.0 <br /> 1-Uniform(PLF) 0 to 63'10 1/4" N/A 63.0 190.0 Roof <br /> 2-Point(Ib) 43' N/A 312 Mechanical Unit <br /> Shear(lbs) Moment(Ft-lbs) Deflection(in) <br /> Location Analysis Actual/Allowed/LDF Actual/Allowed I LDF Live Load/Total Comments <br /> 1-43' 6231/23428/1.15 -61718/89279/1.15 0.028/0.029 <br /> Member Notes <br /> Check for max moment at face of intermediate support <br /> Weyerhaeuser Notes kle 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 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 E.Avelar <br /> Forte Software Operator Job Notes 11/4/2018 6:40:08 AM <br /> Forte v5.4,Design Engine:V7.1.1.3 <br /> Eduardo Avelar Value village <br /> ACD Engineering <br /> I (206)251-1340 <br /> eavelar@acdengineering.com page <br />