9596 7TH AVE SE 2025-09-16 - Laserfiche WebLink

. FG'n T ' , x , , MEMBER REPORT PASSE Upper Floor,Floor:UB-16(ELEV.Q 1 piece(s)5 1/2"x 19 1/2" 24F-V4 DF Glulam Overall Langth:20'B" 0 0 - � r � i in a All IocaOons are measured from the outside face of left support(or left can blever end).All dimensions are horizontal. Design Results " Achral O Lout;; 'Allowed Readt ::.: :' '. aOF.:: Load:aombtnation(PraWm) Membe:Hoof Member Reattlon(ibs) 10979®4" 12251(5.50') Passed(90%) -- 1.0 D+0.75 L+0.75 S(Alt Spars) Mef1�`fYDC 7 esidentlarl Beam Shear pbs) 9613 0 2'1" 21790 Passed(44%) 1.15 1.0 D+0.7S L+0.75 S AR any) Bulding use::16C 2018 ( Spans) Buk'ding Code:1tiC 2018 Fos Moment(Ft-ibs) 755210 IV 6" 76204 Passed(99%) 1.15 1.0 D+0.75 L+0.75 S(All Sparls) Design Kalhoda'ogy:ASD Live Load Den.(In) 0.453 0 IV 3 1/16° 0.667 Pawed(11./530) •- 1.0 D+0.75 L+0.75 5(All Spans) Total Load Defl.(In) _ 0.767 @ IV 3 1/16" 1.000 Passed(L/313) - 1.0 D+0.75 L+0.75 S(All Spans) •Detledlon ci eria:LL(L/360)and TL(tJ240). •A 4.9%decrease in the moment capacity has been added to account for laterei stalr".ny. •CrnEwl positive moment adjusted by a volume factor of 0.95 that was ca'culated using length L=20'. •She effects of pom"or rugabw a mber have not been accounted for when calculating des. •The specified glulam Is assumed to have Its strong laminations at the bottom of the beam,install with proper side up as Indicated bf the manufacturer. •Apolcable calwlations are bared on ND5, Enring Length -Load s LO SaPportt Me) SUppolriB Tom;:' Atfaita6fa Redulred Dead Floor Lira Snow raC60rad AoonnaeiOs 1•Stud wall-HF 5.50" 5.50" 4.93" 4696 1346 6032 ]D919 81,,ddng 2-Stud wall•HF 5.50 S.SO" 4.09" 3967 2411 4451 9103 Blocking •&oc$dng Panels are assumed to carry no loads appllW directly atlwethern and theru0 load is aWW to the member being desired. Lateral Bra Cing BrackwLitervais ComnteMt� Tap Edge(Lu) Continuous -- __...._-..-..... -. Bottom Edge(W) Continuous Daad,:`:.. Fi00►.Lrtro,?. Snow..'::. ;: Vertical Loads .. Loeatlon(sttW:::�.:. 't►t�i1►.......,.. (....::>..... o-seo w +t tag) o to 20'a^ tilA 2t..1 - f i-Uniform(PSF) 0 to IV 6"(Top) IS!6" 12.0 25 0 Roof TO2-Uniform(PSF) - 10'6r to 20'S'(Top) 3' t2A _ 2s.0 Roof Trib m- 3-Uniform(PSF) 0 to 20'a•(Top) a' 10.0 Well Trib t 4-UnVorm(PSP) 0 to 20'all(TOP) 1' 12.0 40.0 Floor Trib 5-i &fin(PSF) 0 to 20'W(Top) l' 12.0 - 25.0 Lower Roof Trib 6-Point(Ib) 10'6"(Top) N/A 2465 - 5135 Roof GT 7-Pout(Ib) _- 10'6"(Top) R/A _ lieu _ 3930 ua•11 Member Notes - i 4 US-16(ELEV.q pF. i E ForteWEB Software Operabor - 1obHots Nathan Bonck Ineerl U 2"1 1 BTL EngN,eerfrg - >: (30 7)258-1641 mathan.bax3c4ftrtia,q,n� �Vcycrluturtr u