9508 7TH AVE SE 2025-08-21 - Laserfiche WebLink

PASSED Upper Floor,Floor:UB-18(ELEV.B) 1 piece(s)5 1/2"x 19 1/2"24F•V4 DF Glularn Overall Length:20'0` (: .: D 0 1 a All locations are measured from the outside We of left support(or left cantilever end).All dimenslons are horizontal. Desl n Results Aotual O LotAtfasl A lOvvw. Ite"M LDF wadi Com0lnaNOn(Patbaret) system:Floor Member Reaction(Ibs) 913302014, 12251(5.50") Passed 759t,) -- 1.0 D+0.75 L+0.75 S(All Spans) atewou yw;Flush seam Shear(Ibs) 7672 CID 18'7" 21790 Passed 75%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Use:ResldenUal Pos Moment(Ft-Ibs) 54070 @ 10'3" 7G204 Passed(71%) 1.15 1.0 D+U.75 L+0.75 S All S ans Building code;18C 2018 live Load Dell.(In) 0.344 0 1074 1/16' D.667 Passed(1/698) 1.0 D+0.75 L+0.75 S(AN 5 ans) Design Methodology:ASD Total Load Deff.(In) 0.589 @ 30'4 1/16" - JPassed(L/407) 1.0 D+0.75 L+0,75 S(All Spans) •Deflectbn criteria:LL(L/,16p)and Ti.(L/240). •A 4.9%decrease In the moment capacity has been added t0 account for lateral stability. •CriUwl Positive ntornent adjusted by a volume factor or 0.95 that was cakulated using WxAb I 20'. •The effects of positive or negative camber hate not been accounted for when calculating deflection. •The specined glulam Is assumed to have Ks strong laminatlons at ilia bottom of the beam.Install with proper side up as IAdkated b/the manufacturer. •Applicable caloilatlons are based on NDS. Owl"LIMth.... - Leads m S uPP�a 1 s Supports Total Av@3;b1a Raqulred Bead FkwrL]ve .• snow Factored Acoespod".'' 1-Stud WD 1-HF S.SA" 5.5o• 4.00" 3a91_ 2353 4353 8921 Nodding 2•Shed wall-HF 5.S0" 5--SV 4.10" 9970 2321 4553 9133 Bloddng •blockIng Panels are assumed to carry no s appheA directly above them and the full load is applied to Vie member being designed. Lateral Bracing BraNriprntervale Conutl�b Top Edge(Lu) Continuous Bottom Edge(Lu) ContMtLsolts Dead Floor LNe Snaw Vertical Loads LoW1013(Side) TribotaryWidth (0.90) Moo) (1.15) Cottrnarns 0-Self Weight(PLF) to 20'a" NIA 26.1 1-Uniform(PSI) 0 to 20'a-(TOP) IF 10.0 _ Wall Trib 2•Uniform(PS17 0 N IO`a'(Top) 1' 12.0 40.0 Floor Tri _ o _......_......_..._.................... _._.-.T 3-Uniform(PSG 0 to 20'8`(Top) 1' 12.0 - 25.0 Lower hoof Tr1b _ ................._........ 4-Uniform(PSF) 0 to 10'6'(fop) IS 6" 12.0 25.0 Roof Tdb (27/2+2) 5•Uniform(PSF) 10'6"to 20'a"(fop) 17' 12.0 25 0 Roof+� 6•Point(ib) 10'3`(Top) I WA 1154^ -3847 UB•il Member Notes --- UW16(ELEV.C) ------ _ .. -._•_-- _ _...... .. .. rorletArEB software operator.._- .__ - lob Notes Nathan 8onck Bit Engineering (307)250-1841 - il• naN,an txwrckteblterg.aet Vtjcrharuser U2.12