Laserfiche WebLink
I FORT• MEMBER REPORT FAILED <br /> Deck,Drop Beam-Interior Beam Line APPROVED BY EOR, <br /> 1 piece(s)31/2"Jc 101/2"24F-V4 DF Glulam SEE BELOW <br /> Overalt Length:11'S 1r2" <br /> 0 <br /> f i <br /> 1 1 <br /> 0 <br /> All locations are measured from the amide face of left support(or left cantilever end).All dimensions are horizontal. <br /> ♦ �4? "s;.;s4.i::`:,a}., 1ioa�6w ' Allowed Resutt',:,' LDF System:Floor <br /> Member Reaction(Ibs) 4819 @ IV 5 3/4" 9669(4.25") Passed(50%) 1.0 D+1.0 L(All Spans) Member Type:Drop Beam <br /> Building Use;Residential <br /> Shear(Ibs) 3776 0 T 7" 6493 Passed(S8%) 1.00 1.0 D+1.0 L(Ad Spans) Budding Cade:IBC 2018 <br /> Pos Moment(Ft-Ibs) 12598 @ 6 3/8" 12863 Passed(98%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD <br /> Live Load Def€.(in) 0.376 @ 6'3/8" 0.363 Failed(L/348) -- 1.0 D+1.0 L(All Spans) <br /> Total Load Defl.(in) 0.443 @ 6`3/8" 0,545 Passed(L/295) -- 1.0 D+1.0 L(All Spans) <br /> •Deflection criteria:LL(L/360)and TL(L/240). 3.6% OVER DEFLECTION .'.APPROVED BY FOR <br /> •Allowed moment does not reflect the adjustment for the beam stability factor. <br /> •Critical positive moment adjusted by a volume/size factor of 1.00 that was calculated using length L=10'10 3/4"- <br /> •The effects of positive or negative camber have not been accounted for when calculating deflection. <br /> -The specified giulam 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 /> StIpf10t15 Tow lExtoiYed AeoessartNs, <br /> 1-Column Cap-steel 8.50" 8.S0" 2.25" 778 4343 5120 Blocking <br /> 2-Column Cap-steak 4.25° 42V 2.12- 732 4088 4819 1 Blocking <br /> •Bloddhg Panels are assumed to carry no loads applied directly above:them and the full load is applied to the member being designed. <br /> Top Edge(Lu) 6'11"0/c <br /> Bottom Edge(Lu) 11'9"a/c <br /> -Maximum allowable bracing interva6-based an applied had. <br /> dead F'loorLrYe . <br /> Veitiel iiaea4on(5ide) TrbutaryVY�t (0.90) (1D) Comtaenm <br /> 0-Self weight(PLF) 0 to 11'8 1/2" N/A 8.9 — <br /> 1-Uniform(PSF) 0 to 1V 8 ur(Top) 1r 10.0 60.0 Deck <br /> 1N`. keres <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 mb 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-FS under evaluation reports ESP-1153 and ESR-1387 <br /> and/or tested in accordance with applicable ASTM standards For anent code evaluation reports,Weyerhaeuser product literature and installation details refer to <br /> w .vyeraaeuser.com/woodproducts/document-fibrary. <br /> The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator <br /> ForteWEB Software Operator _ Job Notes 7/13/2023 10:23:44 PM UTC <br /> Allen Rishel <br /> NKH Engineering AForteWE6 0.6,Engine:V8.3.0.43,Data:V8.1.4.1 <br /> (206)641-1733 S1 <br /> allen@nkhengineering-com ypeyffhacuser File Name:23-M <br />