|
COMPANY PFI0JEC7
<br /> WoodWorks 4) Nov 2011 a 02 H V JoiAC r
<br /> Design Check Calculation Sheet
<br /> Loads: 4.roodworks Smr 2019(Update 4)
<br /> "r'a a 'f.,pa f.toL-3`ut iou Pat- Loratien Intl Magnitude Unit
<br /> tern Stark E,wd Stub ELd Ltraal Uaad FL" ULL NO
<br /> 'aaa' 13-,- Full UDL as•a pit'
<br /> L^%t43 inaw Pull U[!' Ya6 131.0 pl.f
<br /> 55• /f
<br /> Maximum Re 15ons(lbs),Bearing Capacities(Ibs)and Gearing Lengths(in)'
<br /> 2.31' 3.Sf
<br /> D*ad i1
<br /> Liw, 15$ T
<br /> ;alp/3i* -4:
<br /> ixn L74
<br /> c 1.na_ ;•OS
<br /> !npa Ca t'j
<br /> ist Ada
<br /> ••:�FF�+rt bN" 553
<br /> Jef a.
<br /> p.a; t.ua
<br /> -ab r5 d.
<br /> 0.57• i3
<br /> I:Sr s n,5vi a2
<br /> r- l.aa
<br /> L Tl:a
<br /> ti25 _25
<br /> m bear6•ig lcrrglh segirtg used:t;T' One suppody
<br /> Edge Joist
<br /> Lumber-soft,Hem-Fir,No.2,2x8(1-112"x7-114")
<br /> Supports:AA-Timber-soh Beam.D.Fr-L No,2
<br /> FloorjNst spaced at 24 A'rlc:Taal length:3.88'.Clear$pan:225•,1.5':Valume o 0.3 cuA.
<br /> wel s0mi=Incised:Lat*ral 11,k*01:top=aonlinuous,boi.*m=at suppods:
<br /> This section PASSES the dosign cod*chock.
<br /> Analysis vs.Allowable Stress and Deflection Lsing NOS 2010
<br /> - ar�aJ•, .Y l•�1:;� ;I„rt an*l.vnisipva,ar,
<br /> :s•:' ••: 4i Fb' c16 pox Eb:F11
<br /> Pandin4f•: fl, i5E Fb' psL fb:PG 0.25
<br /> fie ,Jn:
<br /> n :Cal -u,sW = L+74e 0.12 r,•241) in0..2
<br /> 9.01 u "";, 0.10
<br /> Tct�?. o.:U. .t.:444 o.f5•. L'1:ri yL p.C7
<br /> Additional Data:
<br /> 1'..:T7P.:: erE tpxl: CD :`)f Cr i:I, ^.e Ctu cr •_[et 415J.S1 1•UO Cp., ]1...J'iOJ O1 c..ifEF:C a'}
<br /> Li-
<br /> q
<br /> TL a50 l.aa Dc aC _771— $tie 1_•1J ].RC .Dv 96
<br /> I'no -
<br /> 6cc 7.3 n 11L*n -?r. 1.DC - _ .. _ ,•,l O,a'i LE
<br /> mfn' 0.47,19L:1 r,"t 1.m.
<br /> CRITICAL LOAD COMBINATIONS:
<br /> L,7
<br /> B•+n41 nvi Li 1'd =t, 4 _r
<br /> tic.12 0.15 IL - paT n) i1.1••-1
<br /> r..•75;L ip•,;irrn: -Xi tttt1L1l
<br /> area r.7 �„pp*r 1 - C tF "c.,.L ;pattrar.: LJ
<br /> .uFF•irt "' - c bi ti 5fL+ )
<br /> Uplift on[': 1 ..� Yc =_ a Ipat tern:_L1
<br /> r=rkaa 1•.L ivr 5
<br /> .1.1.fl- 3 LA the Anal1'-.ia a*tp.c
<br /> x--L+s cc L:Lr, -a*pattern load in Ill-span
<br /> Lead x l arw:inat i ASD 6*a1C rrNn:.i;•.2?--1*2.4 % 15C 2014 1101-.3.1
<br /> CALCULATIONS:
<br /> n:,=2G1, a do:Lg[: 05 lbs; MI+) _12 lba-ft; NI-} -203 lb.-it
<br /> "Llt-- :1 -t:Ja It UJe c0 bll t,a:[-d-id 7—L., I.lil:,
<br /> Tetsl Mel_»i*n - 1,0.Brad,
<br /> Lat.nrnl _r„tn_lli_:i-:: Lu o 2.31'+nLr, - .1,3?' Rl,-13.9, L.laac en I•JLL lP
<br /> Design Notes:
<br /> 1,A.uysk and d-mr are,n ao:nrdnoce with the ICC InlenuVl 1 Ba�ld'ng Cndr,iIBC 2 en 018) d IN,Nelitmal D-9,,Spixiflradar.(MDR 201%using Alk—hic•St—,Dwk;n(ASO).rlrsign value.are from)h-NOS S:ggkmarlL 2.%ease vary that ela dateu k dellect,—limits err.appropriate la'ynar at)pl cai,oa.
<br /> 3.CDnlinl,nus*r Cananvomn BftamE;NDS Chase a2..5.5 rcrluires That n*m:rl gradilr,]pmvisinns 6o C'tmdc7lp the middlr.21 a:2 spzn beams and to the full Icngt[:of ranldovars and dher spar.$,
<br /> 4.Sawr ILmbu hordintj members sUn be lahlmliv s or:y1 acomdina tb the PrOvWVISOWDS Clause 4.41.
<br /> 13
<br />
|