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11 FORTE. ELM <br /> MEMBER REPORT PASSED <br /> Mezzanine, Beam 2 <br /> 1 piece(s)5 1/2"x 16"24F-V8 DF Glulam <br /> Overall Length 20' 1/2' <br /> 0 0 <br /> 1/3 3.1,4. 12 _ 1/2' 1, 4'7 7/3' <br /> 0 I <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) 17151 @ 1'6" 18769(5.25") Passed(910/0) -- 1.0 D+ 1.0 L(Adj Spans) Member Type:Drop Beam <br /> Building Use:Commercial <br /> Shear(Ibs) 14616 @ 12'10 1/8" 15547 Passed(94%) 1.00 1.0 D+ 1.0 L(Adj Spans) Building Code:IBC 2015 <br /> Pos Moment(Ft-Ibs) _ 35417©6'10 13/16" 46933 Passed(75%) 1.00 1.0 D+ 1.0 L(Alt Spans) Design Methodology:ASD <br /> Neg Moment(Ft-Ibs) -38727 @ 14'7 5/8" 46933 Passed(830/0) 1.00 1.0 D+ 1.0 L(Adj Spans) <br /> Live Load Defl.(in) 0.248 @ 7'5 3/4" 0.438 Passed(L/635) -- 1.0 D+ 1.0 L(Alt Spans) <br /> Total Load Defl.(in) 0.278 @ 7'5 13/16" 0.657 Passed(L/566) -- 1.0 D+1.0 L(Alt Spans) <br /> • Deflection criteria:LL(L/360)and TL(L/240). <br /> •Overhang deflection criteria:LL(2L/360)and TL(211240). <br /> •Top Edge Bracing(Lu):Top compression edge must be braced at 20'1"o/c based on loads applied,unless detailed otherwise. <br /> • Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 20'1"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=10'9 1/8". <br /> •Critical negative moment adjusted by a volume factor of 1.00 that was calculated using length L=7'7 13/16". <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 Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead Floor Live Total Accessories <br /> 1-Column-SPF 5.25" 5.25" 4.80" 1962 15189 17151 Blocking <br /> 2-Column Cap-steel 11.00" 11.00" 8.28" 3381 26212 29593 Blocking <br /> 3-Column-SPF 3.50" 3.50" 1.50" -446 2702/-6375 2702/ Blocking <br /> 6821 <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 Floor Live <br /> Vertical Loads Location(Side) Tributary Width (0.90) (1.00) Comments <br /> 0-Self Weight(PLF) 0 to 20'1/2" N/A 21.4 -- <br /> 1-Uniform(PSF) 0 to 14'10 1/4" 17'4" 15.0 125.0 Default Load <br /> 2-Uniform(PSF) 14'10 1/4"to 20'1/2" 7'9 1/2" 15.0 125.0 <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 ForteWEB Software Operator <br /> ForteWEB Software Operator Job Notes 1/16/2020 5:55:13 AM UTC <br /> Mark <br /> ESGD ForteWEB v2.3, Engine:V8.0.0.21, Data:V7.3.1.1 <br /> (701)mark. sgd@ 660-9422 File Name: Birdwell TI <br /> mark.esgd@outlook.com Weyerhaeuser <br /> Page 1/ 1 <br />