Laserfiche WebLink
• rql r IJ'f"t 1 C YY C Ci MEMBER REPORT PASSED <br /> Upper Level, BM#14 <br /> 1 piece(s)5 1/2"x 18"24F-V4 DF Glulam ,!f <br /> Overall Length:22' 11" <br /> " 22" 7 <br /> a <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual a Location Allowed Result LDF Load:Combination(Pattern) System:Floor <br /> Member Reaction(Ibs) 6030 et,4" 9934(4.25") Passed(61%) -- 1.0 D+1.0 L(All Spans) <br /> t MernberType:Flush Beam <br /> Building Use:Residential <br /> Shear(Ibs) 5045 @ 1'11 1/2" 17490 Passed(29%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2018 <br /> Pos Moment(Ft-Ibs) 32864 tail 11'5 1/2" 56312 Passed(58%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Live Load Defl.(in) 0.447 Ce?11'5 1/2" 0.556 Passed(L/597) 1.0 D+1.0 L(All Spans) <br /> Total Load Defl.(in) 0.609©11'5 1/2" 1.112 Passed(L/439) -- 1.0 D+1.0 L(All Spans) <br /> •Deflection criteria:IL(U480)and'IL(L/240). <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •Critical positive moment adjusted by a volume factor of 0.95 that was calculated using length L=22'3", <br /> •The effects of positive or negative camber have riot 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(ibs) <br /> Supports Total Available Required Dead Floor Live Factored Accessories <br /> 1-Stud wail-SPF 5.50" 4.25" 2.58" 1614 4169 6083 1 1/4"Rim Board <br /> 2-Stud wall-SPF 5.50" 4.25" 2.58" 1614 4169 6083 1 1/4"Rim Board <br /> •Rim Board is assumed to carry aft loads applied directly above it,bypassing the member being designed. <br /> Lateral Bracing Bracin9Intervals Comments <br /> lop Edge(Lu) 22'9"o/c <br /> Bottom Edge(i.u) 22'9"o/c <br /> •Maximum allowable bracing intervals based on applied load. <br /> Dead Floor Uve <br /> Vertical Loads Location(Side) Tributary Width (0.90) (1.00) Comments <br /> 0-Self Weight(PLF) 1.1/4"to 22'9 3/4" N/A 24.1 <br /> 1-Uniform(PSF) 0 to 22'11"(Front) 9'9" 12.0 40.0 FLR <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 l:tie 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/vvoodproducts/document-library. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> ForteWEB Software Operator ;rob Notes 10/11/2022 12:09:46 AM UTC <br /> Chris Lalonde <br /> Structural Design Associates Alt <br /> ForteWEB v3.4, Engine: V8.2.2.122, Data: V8.1.3.0 <br /> clalondeitdsdaeverett.com Weyerhaeuser File Name: 9676 <br /> 9A I nc <br />