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• <br /> FORTE MEMBER REPORT • PASSED <br /> Roof, BM3-Roof: Drop Beam <br /> 1 piece(s) 5 1/8"x 13 1/2" 24F-V4 DF Glulam <br /> Overall Length: 11' <br /> 0 0 <br /> 10' 1' <br /> El <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:Roof <br /> Member Reaction(lbs) 5507 @ 10'8" 18322(5.50") Passed(30%) -- 1.0 D+1.0 S(All Spans) Member Type:Drop Beam <br /> Building Use:Residential <br /> Shear(Ibs) 4016 @ 9'5" 14057 Passed(29%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 <br /> Pos Moment(Ft-lbs) 13246 @ 5'8 5/8" 35805 Passed(37%) 1.15 1.0 D+1.0 S(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.068 @ 5'6" 0.517 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12 <br /> Total Load Defl.(in) 0.134 @ 5'6 9/16" 0.689 Passed(L/926) -- 1.0 D+1.0 S(All Spans) <br /> • Deflection criteria:LL(L/240)and TL(1180). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 11'o/c based on loads applied,unless detailed otherwise. <br /> • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 11'o/c based on loads applied,unless detailed otherwise. <br /> •Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=10'4". <br /> •The effects of positive or negative camber have not been accounted for when calculating deflection. <br /> •The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. <br /> •Applicable calculations are based on NDS. <br /> Bearing Length Loads to Supports(lbs) <br /> Supports Total Available Required Dead Snow Total Accessories <br /> 1-Column Cap-steel 5.50" 5.50" 1.52" 2313 2750 5063 Blocking <br /> 2-Column Cap-steel 5.50" 5.50" 1.65" 2757 2750 5507 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 /> Dead Snow <br /> Vertical Loads Location(Side) Tributary Width (0.90) (1.15) Comments <br /> 0-Self Weight(PLF) 0 to 11' N/A 16.8 -- <br /> 1-Uniform(PSF) 0 to 11'(Front) 20' 17.0 25.0 Default Load <br /> 2-Uniform(PLF) 5'to 10'(Top) N/A 229.0 - <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 /> www.weyerhaeuser.com/woodproducts/document-library. <br /> The product application,input design loads,dimensions and support information have been provided by BJM <br /> 0 �1�0 <br /> ForteWEB Software Operator Job Notes 5/28/2020 9:59:47 PM UTC <br /> Benjamin J.McCann <br /> CT Engineering Inc. ForteWEB v2.4,Engine:V8.0.1.5,Data:V7.3.2.0 <br /> (206)285-4512 <br /> bmccann@ctengineering.com Weyerhaeuser File Name: 20064-DR Kang RTU <br /> Page 4/9 <br />