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`il 10 R T E CEO MEMBER REPORT PASSED <br /> Mezzanine,Beam 1 <br /> 1 piece(s)3 1/2"x 12"24F-V8 DF Glulam <br /> Overall Length 20' 1/2' <br /> 0 0 <br /> I . I I <br /> El. <br /> II1 1 1 1 <br /> 1 a : I, (I, - 3 1/4 4, <br /> El 0 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) 5460 @ 1' 7963(3.50") Passed(69%) -- 1.0 D+1.0 L(Adj Spans) Member Type:Drop Beam <br /> Building Use:Commercial <br /> Shear(Ibs) 5069 @ 11'5 3/4" 7420 Passed(68%) 1.00 1.0 D+1.0 L(Adj Spans) Building Code:IBC 2015 <br /> Pos Moment(Ft-Ibs) 9893 @ 15'7 5/8" 16800 Passed(59%) 1.00 1.0 D+1.0 L(Alt Spans) Design Methodology:ASD <br /> Neg Moment(Ft-Ibs) -12315 @ 10'1/4" 16800 Passed(73%) 1.00 1.0 D+1.0 L(Adj Spans) <br /> Live Load Defl.(in) 0.158 @ 15'2 3/4" 0.328 Passed(L/746) -- 1.0 D+1.0 L(Alt Spans) <br /> Total Load Defl.(in) 0.172 @ 15'3 1/8" 0.493 Passed(L/687) -- 1.0 D+1.0 L(Alt Spans) <br /> • Deflection criteria:LL(L/360)and TL(L/240). <br /> •Overhang deflection criteria:LL(21/360)and TL(2L/240). <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=8'5 3/4". <br /> •Critical negative moment adjusted by a volume factor of 1.00 that was calculated using length L=4'9 1/16". <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 3.50" 3.50" 2.40" 551 4909 5460 Blocking <br /> 2-Column Cap-steel 11.00" 11.00" 5.71" 1491 11508 12999 Blocking <br /> 3 Column-SPF 3.50" 3.50" 2.13" 504 4347/-480 4480 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 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 10.2 -- <br /> 1-Uniform(PSF) 0 to 20'1/2" 7'9 1/2" 15.0 125.0 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 /> and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to <br /> www.weyerhaeusercom/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 5:51:07 AM UTC <br /> Mark <br /> ESGD ForteWEB v2.3, Engine:V8.0.0.21,Data:V7.3.1.1 <br /> (701)660-9422 File Name: Birdwell TI <br /> mark.esgd@outlook.tom Weyerhaeuser <br /> Page 1/ 1 <br />