Laserfiche WebLink
COMPANY PROJECT <br /> WoodW o r kso <br /> i .r.ron Nov.1,2022 08:54 Typ Joist <br /> Design Check Calculation Sheet <br /> Woodworks Sizer 2019(Update 4) <br /> Loads: <br /> Lc'ad Type Dl::[rzbUC ion I Fat•• 1•ucat l��t: Ift.l 'Aanni LUde Un1L <br /> t a..•n star[ Ead Start End <br /> i.cadl Ueai ?all .4zea No .15.00 ts6.0"f Paf <br /> «Cads l.i•:g ail Aivra 'fps <br /> Lo-z7 A v`yr eG.0011 <br /> �L A.-ma Yee .0411-.0") .sF <br /> Maximum Reactions(lbs),Bearing Capacities(lbs)and Bearing Lengths(in}: <br /> 11.383' <br /> 9.77' 1 1.33' <br /> 0-a:1 46 <br /> I.!v& 3S5 7c <br /> F:s'kazad: _- <br /> 7Gt.:3 S1•I .. <br /> atrsr:.ra; r.90 <br /> .4pa_it y <br /> .foist 5i4 <br /> Ue3 _e:iu 10.3E <br /> J o.ci 1.00 1.00 <br /> c P;: rt i.52 G.sl <br /> Load ccrt• I A11 <br /> e� <br /> Leo 7_h 1.26 1.32 <br /> Mir r5rq'd 1.26 1.?2 <br /> Pcrt 3.25 1.25 <br /> Fr„n qua d'2S 6.5 <br /> Deck Joists <br /> Lumber-soft,Hem-Fir,No.2,2x1O(1-112"x9.114") <br /> Supports:AN-Timber-soft Beam,D.Fir-L No.2 <br /> Floor joist spaced at 16.0"c/c;Total length:11.38`Clear span;9.686'.1.5;Volume=1.1 cu.1t <br /> Wet service;Incised;Lateral support:lop-continuous,bottom=at supports;Repetitive factor,applied where permitted(refer to online help): <br /> This section PASSES the design code check <br /> Analysis vs.Allowable Stress and Deflection using Nos 2018, <br /> Cri Ce rivn anaD•sis Val ua c=s_14n Valve Unit. Nnalt'si s! <br /> •ghe.yr -+ 4° r.' - 11 psx Y.i• Fv' +* .3;a <br /> serdin^,:+I :k? 5i:.3 Fb - 8•iU Psi <br /> Sandi n„-r t'b 72 Fb' - 480 Psi fb/Fb' _ 0.15 <br /> C•e f)eG t!tin; <br /> )ntsr.Gl Live O.JE. - L/`45 0.33 - L/350 in 0.48 <br /> 1i-49 L/245 ir. 0-;- <br /> snti2. Li•. .U8 L L I L?0 n0-^�+ <br /> 7cte1 J.SC = L/1?4 0.16 Li120 in 0.62 <br /> Additional Data: <br /> F/E(pr:xl _U CM CC C.I. ..- c:7tt :r CPre CS LC1i <br /> Fv' 15a 1.G0 0.{-7 i.00 0. 0 <br /> 1.00 1..^-0 1.00 1.00G 1.1n0 - 1.15 1.00 0.80 5 <br /> - 850 1.15 1.00 1.00 0.05 1.190 - l.ls 1.00 U.80 3 <br /> ?cp' 405 - 0.67 1.00 - - _ _ 1.00 1.00 - <br /> 3 a:iliion 0.a0 1.00 - -• - -• 1.00 0.95 3.1 <br /> ni It, 0 St r.:k llan 0.90 1.1^10 - - - - 1.00 0.95 11 <br /> RIT CICAL.LOAD COMBNATIDNS: <br /> cead!r.-4(4): C 95 - U + L (aattr-ro: L__) <br /> Pe ndinyl-): LC -3 ✓ + .7.5(1, x S) <br /> =:eileatien: LC ill It - 0.75tL + Si Laatte; Hs) Q i."e) <br /> LC fll [• C.75(L + S% gpattsrn: Xs" Itutall <br /> EA'arirg Suppose tf11 = b 0.75(L + s) {pat..ern: Y-s) <br /> auPpart _ -• 1„C R? = 0 + 0L + S) <br /> L'4d_a: live S-anov <br /> 1 ).C'� ar? listed in the Analysis L tpitt <br /> «lad Fat terns: a-S!2, x=L+9 or L+Lr, -,=rc Pattern loAd in this spAn <br /> -:,'ad coaininaticns: AST' Basic ?roil ASCS 7-15 2.4 / 13C 2018 to05.3.1 <br /> CALCULATIONS: <br /> max 50:1, V design 418 1Ls,- 14(••) _ I-A.-1 lbs-ft; tt(-) a 128 .Lb-ft <br /> Ely - .ly.61 <br /> "L1, daflecUon is due to all Tor.-•dead loads tlivc, wind, snow..,) <br /> Tots:. ,.�f],-cti:m '+ l.ii dean , rive" <br /> Latax;,l stool l!tlr l-): Lu = -.n5` 1.e !6..:'L' F,a =: 28.4; Lu based on full <br /> Design Notes: <br /> 1.Ana)ysis and resign are in acctudanrxl with the ICC International Building Code.(BC 2018)and the National Design Specification(NDS 2018).using Allowable Stress Design(ASO).Design values are <br /> from the NDS S�ppicmenl. <br /> 2.Please verify[hat the default deflection limits are appropriate fir your application. <br /> 3.Continuous or Ganlilevered Beams;NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 21 of 2 span beams and to the full length of cantilevers and other spans. <br /> 4.Savm lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. <br /> 7 <br />