3121 TULALIP AVE 2026-02-05 - Laserfiche WebLink

ProBeam Tim Garrison,P.E. ,S IRUC71 v13.0C v0.0 Important:Notches end connectors not coeldared.Dynamic loading not considered.Compliant with 2012-2003 IBC.All designs should be checked by a competent professional. Job t16008 spas and2uppau.(Na.,pkn end 11d1y,zany,not enum) Member I.D. 39b case 2 Other Info, 2/L2016 -_. I ' 2 4 6 a 10 12 116 Type? I gmpe spat fury Iramd Left Cantilever Span 1 Snan 2 Span 3 Right Cantilever Tot Member Lenoth Le nth of Spans: I 11.60 ft 11.60 ft Allowable Deflection,Main Spans Live Only,L/ I code Minimum-tonal:43611 Si t/240 ;M'I 360 =0.39 in Total,Lii 240 )=0.58 In ' NIA '= 0.00 in Total,L/I N!A 1=0.00 in Pitch if Mem her Being Designed is Sloped: 0.0:12 Mem True Len:11.60 ft Add Sell Weight? Yes-self weyxydl be added to applied of t Loads: Uniform Loads Over Full Length of Member Loads From Continuous Member? I Cu iv i Increase Roof oL for pitch? ;No 1..Id Roof Pitch ` 0.D 12---1 Live Dead Snow Ttlb.Width Live Dead Snow Uniform Ld.2 40 pat 15 psf 0.60 It 24.0 lb/ft 9.0 lb/ft Tot Unit Load 24.01b/t 9.0 ibl t Point Loads Measured from left end of member.Member Total Length=11.611. Live Dead Snow Trlb.Width Trtb Length Live Dead Snow Location Point Load 4 3,000 lb 1,756 lb 9.00 ft ILoads ' I Pon:ned6 ere 1110 scale 400) 300) 200-i f 100i -100 a 2 4 6 a 10 12 14 Glu Lam Catc'd Member Results For 5 x 7.5 Solutions Using Self Weight of Enigrd(3)1.75 x 7.25 2.0E LVL,9.7 plf I leucmanufactrers V I Load Duration %Overdeeign 2.5x10.5 5x9 8.75:9 I Moisture 1 Meaux Dry-tsar Iv1 I5x7.s Jw; Isrow:1.15 Iel Poe Bending 8.8% 3 x 10.5 5.125 x 7.5 Press Treated?I Cu,Not P.T. I'I I24F44,on/ar I,v I Keg eenthng NA 3.125 x 10.5 8.75 x 7.5 Temp Could.Iles dee F a lees 11.1 Fb Pos 2,760 psi Fe 305 pal Shear 93.5% Fb Neg 2.104 psi Fcp 650 psi Span(s)Defrn -2.3% Vti,)L Allow Pos Morn 10.780 ft-lb 1175.78 in'N Cantilever(s)Deg'n NA AllCwv Neg Mom-8,218 ft-lb E 1,800 kai Doled member FAILS by: -2.3% Allow Shear 7,819 lb El 316,406 ks3 Controlling criteria is: Den-Span Req'd Bearing Support 1 Support 2 Support 3 Support 4 Self WI 9.59 pit Condo Of Use:Load Dereeon:l.15-8rrow For 5x7.5 1.50 In 1.50 in - - Engineered Lumber Cetc'd Brand I Ton 3olst {.1 Results For 13)1.75 a 7.25 20E Solutions Using Self Weight of Engrd(3)1.75 x 7.25 2.0E LVL,9.7 pif Caic'd Member I(3)1.75x 7.25 2.0E LvL I V I 3.5 x 11.251.3E LSL 3.5 x 20 2.2E PSL Load Duration 'Snow:i.i5 Iv I %0verdeslgn 1.75 x 141.55E LSL 7 x 20 2.2E PSL Repetitive Use? ino IV' Poe Bending 20.1% 3.5 x 9.25 1.55E LSL • Fb Pos 3,109 psi Fv 328 psi Nag Bending HA 1.75x11.8752.0ELVL - Fb Neg 3,091 pal Fcp 750 psi Shear 111.2% (2)1.75 x 9.25 2.0£LVL 3.5 x 925 Plus PSL,Levi Allow Pos Mom.11,917 ft-lb E 2,000 ksl Spans)Deft'n 3.0% (3)1.75 x 7.25 2,0E LVL 525 x 9.25 Plus PSL,Levi Allow Nag Morn.-11,847 flab El 333,443 ksl Canl(s)DeRn NA (4)1.75 x 7.25 20E LVL 3.5 x 11.875 Plus PSL,Lev2 Allow Shear 8.317 lb Dated member OK by: 3.0% 3.5 x 9.25 2.0E PSL 5.25 x 9.25 Plus PSL,Lev2 1166.72 in^4 Controlling Cfiteria Is: Dell-Span 5.25 x 9.25 2.0E PSL 3.5 x 11.875 Plus PSI,Lev3 Self W t 9.73 pit Cond's Of Una:Load Duratlen:l.15-Snow 7 a 9.25 2.0E PSL 5.25 x 925 Pius PSL,L9v3 Support 1 Support 2 Sup port Support 4 Req'd Bearing For(3)1.75 x 7.25 2.0E LVL 1.50 in 1.50 in - - Reactions Support l Support 2 Support 3 Station 4 Moments Support l Suwon Support,3 Aupla rt4 Max Total 1,314 lb 3,930 lb - - 0 ft-lb 0 ft-lb 0 ft•lb 0 ft-lb Min Total 502 lb 1,471 lb - • 0 ft-lb 0 ft-lb 0 ft-lb 0 ft-lb Min Load Case Deflections Lt Canthir Span 1 $B;+n 2 Span 3 RI Cerrtivr Max Up Deft 0.000 in Allowed 0.580 in 0.580 in 0.580 in Mair On Deg -0.563 in Allowed 0.580 in 0.580 in 0.580 in ProBeam_v7 D WCxb