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Specifications (2) 4 .7/,(67-2_0/(, - 0,//c) /2_73 , 5,,, /,JC STRUCTURALS • FOR RECEIVED K , _ ati s 'IL &ion CITY OF I IGARD BUILDING DIVISION N Porttand, ,,, , c -r ,„, i ,c. v;,---ii-„, --ir,k-o7(,,.. .1, , , ca ,,,,,,,,,,_,_,..„,,..,,,,,,,,,,,„„ 4, il , fe...,,---:„.0NR,,-,.:,,,-„,\ , -.47 i;.- A1,219 '4"P `\v-A Ifs �' r 1 t :. ,c,,,c,,)/ / \ " i � , _-_ ___ EXPIRES. ti..-:if)-1 rinialaw. 7),;':4 \'' ,,,,,, '.4 a, ,_,,,..., ,, ,--;:„.i, ‘,,,� I teinameor „ , . Structural Engineers 1340 SW Bertha Boulevard _ Suite 200 • Portland, Oregon 97219 Phone: ( fl3) 384-0460 « Fax: (503) 384-0459 Associated Consultants,Inc Title: Job# 1340 SW Bertha Blvd.Suite 200 Dsgnr: Date: 4:06PM, 8 JUL 10 Description: Portland,Oregon Phone(603)384-0460 Scope: Fax (503)384-0459 .....,.„......„„„_„...... _....„........................„„„”..„.„,„„„„„..„„„.. ... ”.„„.„„„.„.... ... .„„„ Roy 580004 i U4or KW,0003-830,V*r 5,8 0,1,Do*-2003 Multi-Span Timber Beam , , (011;43,2003 ENERCALC E 4 oaeri...Software te ever Ravoind -;., - ,,,,...,-, ..... ....—.,,,„...,..---, ...q...,...,....,5...•.,•••4 r5",,,,,,=0„4,oraa 4..`aar en,...,e5 n,," ' ,owew.I,,,',...,,,,<4 t '-as...1.,so.......,,,,,,,,,,, •, • a aarararra aa a rpaserrarrr,.,,,,,'•4..54 1•50:4 a;',,"'f".', . Description Beam at first floor 1 General Information Code Ref: 1997/2001 NOS,2000/2003 IBC,2003 NFPA 5000.Base allowables are user defined PI 1,..4 ----...-, -....,,,,,,,,,,,,,,,.,.. w-.......,•. . .«..., ,,,,,,,,,,..,,... ....= .,.. ;::,n7a,. <4., „„,,,,. 44 n4 h 4..;.,-4.0,......,...,....., ..s., .„... ,a,,,,, ......1.,-, s,e..., , ......„,....1.,....„.A.,..,.....,,,,..„..,,,,.,..,.. Douglas Fir-Larch(North).No. 1/No.2 Fb:Basic Allow 850.0 psi Elastic Modulus 1,600,0 ksi All Spans Considered as individual Beams Fv: Basic Allow 180.0 psi Load Duration Factor 1,330 .....„._,„„„_ , „„..,...,...„„ ..............„....„,,.„„,„,„„,,,,__ ,, _............„.... _....,..,,,,,„„„.... „„,„,,..._.......,... I,Timber Member Information lif -..,..., • ,,,normrssow.„ysIznrosoo,t,,,z,„.... ,,,,,,,„„.- ..,111MMVINEEMV.V,,,,,,,PP,4..04,,., m„JI.V..,';.:.0..e,gams 0.,...e.,.....4,44,,,,,,,,,,,,gogaw,...,,,,....,,,r,g-,..ii,i, Description team at north skit Span ft! . 8.75 Timber Section I 4x12 Beam Width in!1 3,500 , Beam Depth in i 11,250 End Fixity Pin-Pin Le:Unbraced Length ft: 0.00 Member Type Sawn . Loads -11 *a.4 4.-44440/ AA-4w.,,4,,,,,4.444-,.• ,,s4,40-- , ,ini44,4,4.. ,444..4,,,-44.444, • a' ,...,ara .9,.,,.al,rar'araaar• '. r a.r Arlan:,.05,,,.... ,5,• Live Load Used This Span? : Yes Dead Load *ft, 225.00 Live Load #/fti 325.00 ReSilltS •iii l ara,a, .' "rt... -,' ,'''''''...r.'......'''''''''''' '"'..." S,a,,,,,t,%:.'r,,,,a4.,'d'ar ar,Are.,r-rraa,I,arrar'ar •`•,',40.,,,..:.;,..,,,,,f,..., . .4,4,0,,,,,,,,,...,,,,,,,,,k,.14_.,,,,obr, Mmax @ Cntr in-k 63,2 ft, 4.37 Mak(i4 Left End ink I 0.0 , Max @ Right End in-k- 0,0 ft):Actual psi 855.6 Fb:Allowable psi': 1,243,6 Bending OK 1 Shear @ Left k I 2.41 Shear©Right k I 2.41 N',Actual psi I 72.1 Fv:Allowable psi 239.4 Shear OK Reactions& Deflection !..,.. -----...,„•,,,,--------,--, ,,,,,avogew,..,....,-..-.--....."-,..,---, er..,v,er"....,.,..,---.,,,, ,,,,,,,,,,,,,,,,,,,,,,.,„, ,,,,,,,,,,,,,q 14 Wa1414a4„,,,,,” anor,at e#.?,rr II 5' , ,a,,, r.a DI.,0 Left k: 0.98 LL ... Left k i 1,42 Total(zi Left k I 2.41 DL g Right k 0,98 LL @ Right k: 1,42 Total @ Right k' 2.41 Max„Deflection in I -0,109 @ X= ft! 4.37 Query Values rakar „ ,,:,.,,,,, ...,.4.11,,,,,,x.—'•a r.,"rar. :as ar*A, ••••• •¢•,,.4,1,,,aa,,,,, V..5,V ,,r ',,,,. ...r.,,,'re•air• r"•'•......"14ra ,0,, •"ad.:.:. r.'W arraarit...•rr,5 Location ft 6.60 Moment in-k; 0,0 Shear lit I 2.4 Deflection in! 0,0000 Associated Consultants,Inc Title: Job# 1340 SW Bertha Blvd. Suite 200 Dsgnr. Date: 4:04PM, 8 JUL 10 Portland,Oregon Description Phone($03)3844460 Scope: Fax ($03)384-0459 uSer iW,044733$30,Ver 5.$0,1:•OK•2003 General Timber Beam t (c}1933.2003t,NERCALC Enconttering Soft war, c yew Gags t¢ n n � ,yrs ,. ,_ Description beam to replace kitchen wall i General Information Code Ref. 1997/2001 NOS.2000/2003 IBC,2003 NFPA 5000,Base allowables are user defined Section Name 4x12 Center Span 8.75 ft . . . . .Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft . . . . .Lu 0,00 ft Beam Depth 11.250 in Right Cantilever ft . ,Lu 0.00 ft Member Type Sawn Douglas Fir-Larch(North),No, 1/No.2 Fb Base Allow 850,0 psi Load Our.Factor 1.150 Fv Allow 180,0 psi Beam End Fixity Pin-Pin Fc Allow 625.0 psi E 1,600.0ksi IFull Len•th Uniform Loads .. j 7zA, ,.....'-4 -'",4 w�^ `anm' , ':44 e4444404if... •...s°' ,..,;. ,» lCu a,'%i.. mil Center DL 115.00#/ft LL 300.00 #Eft Left Cantilever DL #/ft LL /ft Right Cantilever DL #Elft LL #tft Trapezoidal Loads «< DL©Right 130,00 #/ff LL i Right 85,00 #Jft Start „�E,h�,4 �.,._� w,« #1 DL Left 130.00 #/ftLoc 0,000 ft g 85.00 #/ft End Loc 8 750 ft i Pornt Loads _�.. � ,.!e& '69. :dre.' '..ha ,,, �i:��m=ga '^„.., / b ' "w✓ .. -Ar 3" ,-4 3'33,"3', Dead Load 750.0 lbs lbs lbs lbs lbs it's lbs I Live Load 1,250.0 lbs lbs lbs lbs lbs ibis ...distance 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft Summary ,,_ ..,_.- .� Beam Design OK Spam 8,75ft,Beam Width=3.500in x Depth=11,25in,Ends are Pin-Pin Max Stress Ratio 0911 Maximum Moment 6,0 k-ft Maximum Shear* 1.5 3.3 k Allowable 6.6 k-ft Allowable 8.2 Max,Positive Moment 6.03 k-ft at 4.375 ft Shear: Left 2.76 k Max.Negative Moment 0.00 k-ft at 8.750 ftRight 2 76 k Max @ Left Support 0.00 k-ft Camber: @ Left 0.000 in , Max @ Right Support 0.00 k-ft @ Center 0.073in Max,M allow 6.62 Q Right 0.000in Reactions.,: fb 980.00 psi hi 83.16 psi Left DL 1.82 k Max 4.76k i Fb 1,075,25 psi Fv 207,00 psi Right DL 1.07 k Max 2.76 k (elections ... k_,.r,r� 39fl9�/.c'�air,'.ai"--;"",n'4.x.,, / - s,rFd'� w� 444•.v.',w#N3"w 14asr.4* * a4%a-4334.#, -• ®.of, ,.m ,' Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.049 in -0,125 in Deflection 0,000 in 0,000 in ...Location 4.376 ft 4.375 ft ...Length/Deft 0.0 0.0 .,.LengtthfDefl 2,159,2 839.67 Right Cantilever... Camber(using 1.5`+D.L. efi) Deflection 0.000 in 0.000 in Center 0.073 in ...Length/Defl 0.0 0,0 Left 0.000 in Right 0.000 in Associated Consultants,Inc Title: Job* 1340 SW Bertha Blvd.Suite 200 Dsgnr: Date; 4:04PM, 8 JUL 10 Description: Portland,Oregon Phone(503)3844460 Scope: Fax (503)384-0459 R680004 , ...,,,,,,,,,,,„„„,„„„__„......................, „. ov &Iwo,.KV128X03030,Volf 5 00 14208,20.3 General Tirnber Beam oc oaw Caieuiationsi% Description beam to replace kitchen wall Stress Delos ---,4.,..1,••-...,,,,,...........-p.,...,,:,,... ,,,`,,,,,,A.,:',..,R-',. .." ' ,,,,,,.....,./.."•• ...,4r,, • '''.....•,••,,,,,,,,,,,,rt."X....,,A,,,.,;.,,......,.6,•.."7.R.4., ,••••..., ...,,,,,... •.•,,,t..•4,..,.0,.{.,,,,,,,0.,,,,,,,,,,,,-,,......,,,Asxmr,,,,,,,,,,,W4 Bending Analysis Ck 32.811 Le 0.000 ft Sxx 73,828 in3 Area 39.375 in2 Cf 1.100 Rb 0.000 Cl 0,000 Max Moment §9s jatgli Allowable fb a Center 603 k-ft 67.29 in3 1,075.25 psi @ Left Support 0,00 k-ft 0.00 in3 1,075,25 psi Right Support 0.00 k-ft 0.00 in3 1,075.25 psi Shear Analysis ©Left Support @ Right Support Design Shear 3.27 k 3.27 k Area Required 15.818 in2 15.818 in2 Fv:Allowable 207,00 psi 207.00 psi Searing fg Supports Max.Left Reaction 4.76 k Bearing Length Req'd 2.174 in Max.Right Reaction 2.76 k Bearing Length Req'd 1.260 in „, ...„,..„.._......„„.................._ ....,.... „ i Query Values ... .•i.:• M,V,&0 @ Specified Locations Moment Shear Deflection @ Center Span Location= 0.00 ft 0.00 k-ft 2.76 k 0.0000 in e Right Cant.Location= 0,00 ft 0.00 k-ft 0.00 k 0,0000 in @ Left CantLocation= 0,00 ft 0.00 k-ft 0.00 k 0.0000 in „ „„......... ...........„ ....„..„....„..... Sketch fli Diagram -,',,,,,,..•,•,,,,•,,r'•,.'•..m...r,- •,,,:- '''•,,,,,,S, ,V.,,,Zttl',,n7r,„.,V,7,,,,,,,,,,11 ,,,,,,,,,,, '•..•,...-,,.....,,,,r..,A':, 11,....' • -•,.,43,.01.,,,,5,•/, 55„4 T'••. ••••,..:4",',,Z=4.72%.7,14 6 43' • i"• ASirIttf**,14,,,,flifttlt,itiTI,ftt*Ii,fltfitt 4'Sa'l 423 ,,,,,,„.., • '' '' ' ..,„, ,,f 3,... , -,„..,„,„„,.....,„.„........„.. , .`",'""ilt/It“,itlf/T414,1t#1-f*IlifIll-fiittltftf ..f1D.11 = tg,-----',.i-- ' g tAlte' I ' I , . gy E,0 .. 0. 4 1.72 0.03 3 422 It.313 524 6.1 0 00 287 8,7 , . .• • 12.0741119 P1)11100143 ertor..6 6103 i ., Location ftti 1.24 Rmsa..AU 0310x.26k V0.404+20 left.2 64 1 :a*:1 -222. 322 8 0 0,10(k it e.11i)04 .72 202 248 4 30 3.24 0 11 0.00 7,87 8,7 Location 1.111 .0.02' 'I ==o o/= = = = = .6,f8 t ,= 2871 172 0 00 1.40} 830 1 8.4. 6 11 6 an 7.07 8 7 rk1:211#42/i0Et ' '''' '''.'' "'* Locoton MI ,r et�' ._ fJD t ''''' ? � ''' fix, } ,,,) } ') `` � 1 ) , ,.. L. „,,,,„.,,,.... (.:7 7 e-- 1 75 r 1--' P- .e1 II .,2 ,,,.1 tlY fz .te€ vbNS, t S c y, Lirl '' 'Al...,,, tract l',t il7CsSeBertha fi,'..1'.....,`,41,'•»s.:1rR=l',',1.1...1,i),4.,',..V',.'..,'15 tet. h,,;m i...',..)3).3/=4 fC», i a t,c r3�ta.•a . a x4. c-0 I i .g#,,,,, 5,1 m?,. 01,4,,,J ppri4. if .,5 3 " I r ;Q,1._, ot) CV: — soca":it)µ t,4i 1S4--",SW 13z,tita Ileuicy,a:si. :st1S@{7� R{'ilr/i,s1(1,Olt;g.xt 9",•21 S' M,,,;.s3}3SSS;,WS? • Fax;{fit,3i PS4.`13e Associated Consultants,Inc Title: Job# 1340 SW Bertha Blvd,Suite 200 Dsgnr: Date: 4:07PM, 8 JUL 10 Portland,Oregon Description Phone(503)384-0460 Scope; Fax (503)384-0459 i Lew xw x o.vwsea ,.ne2-aas Multi-Span Timber Beam ft)1.983-2003 ENERCALC Ery iraersr r g St ftw arra ?, Description Beam at first floor I General Information Code Ret: 1997/2001 NDS 2000/2003 IBC,2003 NFPA 5000.Base allowables are user defined Douglas ,Fir=Larch(North),No. 1/No,2 �, .. ... h.. � - Fb: Basic Allow 850.0 psi Elastic Modulus 1,600.0 ksi All S ans Considered as Individual Beams Fv:Basic Allow 180.0 psi Load Duration Factor 1,330 Timber Member Information i.«,' Description ' beam at noeh � » side Span ft: 8.75 Timber Section 4x12 Beam Width in' 3.500 Beam Depth in 11:250 End Fixity 1 Mrs Pm - Le'Unbraced Length ft' 0.00 Member Type E Sawn Loads . . Live Load Used This Span f Yes Dead Load #/ft 225.00 Live Load #1ft 325.00' Point#1 peat!Load lbs' Live Load lbs? 1,345.00 X ft 3.000 Results <.,..w .<...<........... ........ - ._.. ._....... ., �: m%:� „'�' b�t ,• i.'cuF4dna. .....'W :E"u w. •�:.'.�i. r:4i3i$..NY.h tlff'..;�"wJ'k:.1N�1r�iui�E.aNs `r9`%�'A" Mmax C Cr* in-k 89,7F„ ./ X= ft 3.56 Max @ Left End in-k 0,0 Max @'Right End ink 0.0 ft):Actual psi 1,214.9 Et):Allowable psi! 1,243.6 . Bending OK Shear 0 Left ki 3.29 Shear @ Right k 2.87 fv:Actual psi' 105.8 Fv:Allowable psi 239,4 Shear OK € Reactions& Deflection DL @ Left k 0,98 LL @ Leff kI 2.31 Total{d3 Left k! 3.29 DL @ Right k! 0.98 LL @ Right k 1.88 Total . Right k 2.87 Max.Deflection in -0,152 X= ft 4.26 Query Values ___. VammrdoNtat,Inast -rim .. . : Location ft: 0.00 �, �; <> r��,,,,,, „ti Moment in-k: 0.0 Shear k€ 3.3 Deflection in: 0.00001 . .. STRUCTURAL CALCULATIONS FOR RECIFIVEJF 'illi KhaIiL ' s Addition „'IT'S'(1)F 711GARI) U11, I G DI 'ISI() 1 2730 Portland Oregon CT`' . . ci 1,3 r p f p f i oa f ,. r= ii',I '':*,,,, .. y EXPIRES: ti--',1(1 -121 I wk I '= Structural Engineers Y:..'• � "m,'+iSi'R >a:�N'.Nffra� fiP"sy:"- ,a,�,"'.��.i tz�::'�N�tt�kE'6YL%1.:P03' ;.. 1340 SW Bertha Boulevard * Suite 200 * Portland, Oregon 97219 Phone: (503) 384-0460 • Fax: (503) 384-0459 , Associated Consultants,Inc Title. Job# 1340 SW Bertha Blvd.Suite 200 Dsgnr: Date: 4:06PM, 8 JUL 10 Portland,Oregon Description Phone(503)3844460 Supe Fax (503)384-0459 ... uv,i, Ki/v r5;ie s,V $8O.1.4) -2003 MUlti ail Timber Beam to i »{ NEftCFsi Cn re3rte S4fiwtar C Description Beam at first floor I General Information Code Ref: 1997/2001 NDS,2000/2003[ G,2003 NEPA 5000.Base atlowables are user defined ' a,:,.„ - ,•. - •, r,4, sa ,-sa rr �i.4 a44 444 Et a, r4,,: s: 4; ." • Douglas Fir-Larch(North),No. 1/No.2 Fb:Basic Allow 850.0 psi Elastic Modulus 1,600.0 ksi' All Spans Considered as Individual Beams Fv:Basic Allow 180.0 psi Load Duration Factor 1.330 Timber Member Information . ar •_ R<.q .i,;; €,�. ✓,r,;r. _,;.w,. m`kEEfi'"?1;",r y.«:� r,I ','x,,:..� _.,,. Description I at north side Span ft 8.75 Timber Section [ 4x12 Beam Width in, 3.500 Beam;Depth in: 11,250 End Fixity Pin.Pin Le:Untraced Length ft, 0.00 Member Type i Sawn Loads . .Fp; v-�•is „, `.�r' r x,,.60,,,,, v .,C'k,M ro- ;,,,. �, r.. ,..n ,s, na tK .,: , Live Load Used This Span 7 :� ,, Yes Dead Load A/ft, 225.00 Live Load ft/ft t` 325.00 Results 4 ff,,w,; 4;, W,,,, ,,*,, ,,,a�� �. '44 •••'••••••••.•,,,,,,,,,,,„,,,V5 Mmax Q Cntr in kj 63,2 X= ftl 4,37 Max r Left End in-k` 0.0 Max @ Right End in-kI 0:0 fk1:Actual psr 855.6 Fb:Allowable psi; 1,243.6 i Sending OK SheariT Left k 2.41 Shear @ Right k i 2.41 fv:Actual . 72,1 Fv:Allowable psi: 239.4 Sear OK ,—........ .,_,. ..w [Reactions Reactitns& Deflection , �� . mt ;h ,.,, am;.:e...,. rsr, •,.j, ,...,�,: .,o...n, ,j3 '3�.1n -N u OL Left k 0.93 LL C@ Left k I1.42 Total s Left k 2.41 DL Right k 0.98 LL.@ Right kl 1.42 Total @ Right k 2,41 Max.Deflection in i -0.109 "X- ft' 4.37 Query Values �... 'YX,WaX pit ,, eV,,•� .,�;; ,ham Location ft' 0.04 Moment in-k' 0,0 Shear k 2.4 Deflection in: 0,0000 Associated Consultants, Inc Title: Job# 1340 SW Bertha Blvd.Suite 200 Dsgnr: Date: 404PM, 8 JUL 10 Description: Portland,Oregon Phone(503)384-0460 Scope: Fax (503)384-0459 . Rex sabood utov xxx.abinto:),vor 5$o,1 ioeci2oca General Timber Beam . -,'• 1,4198372003ENEReALc,cmg. s08,.....0._, ... , , , ,,,,...„,.... ,.._, 4,c,....,ew.,,u1.,,,,,,, : Description beam to replace kitchen wall General information Code Ref: 1997/2001 NOS,2000/2003 IBC,2003 NFPA 5000,Base allowables are user defined ' Section Name 4x12 Center Span 8.75 ft . . . . ,Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft . , . ..Lu 0,00 ft Beam Depth 11.250 in Right Cantilever ft , .. . .Lu 0.00 ft Member Type Sawn Douglas Fir-torch(North),No, 1/No,2 Pb Base Allow 850,0 psi Load Dur,Factor 1.150 Fv Allow 180.0 psi Beam End Fixity Pin-Pin Fc Allow 825,0 psi E 1,600,0 ksi . ... ......_.. ... ,, ,,.._. .... , Full Len 0 th Uniform Loads , .,,,,,, ,....„_„„ .,.,„,,, -,,„ ,„,... , .... ,4„.„..„1 , ..•„. .„, .„.,„,,..„.,, ......„..„..„,„,,, -,....—• ....;„,.....• „- -• ......... •,....1 ," Center DL 115 00#/ft LL 300.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #ift ,,,.. ............_ uu ,.. * ..„,....._ ..... _ „,„„......... Trapezoidal Loads '3.33..33, '.33,..",3 3.14!"73X3=E32X.''•33'3 3,333,' .`3` • ••,•3' 3'33.3. •33,z,.g.,,,,,-."310.13'.3 33.3'33,.34433030,33311.38,3 0,,,,,,3' ,O.,,,,,,,,,,, ...--,,,,..,,,,,,,,,f93,•,,,,,,,,,,-,33,,e9.3 r',"",....'••3,3r,',3 #1 DL @ Left 130.00 #/ft LL @ Left 85.00 #/ft Start Loc 0.000 ft DL @ Right 130.00 #/ft LL @ Right 85.00 #/ft End Loc 8.760 ft .... , ....* „„„„„. _ . ..._.....,„.... .... Point Loads ,..-. ..... - ,, - .9. '''''',3,49'i ,,..... ..re,4.0.e .4,......<, «<" ..a., •<, *,,,,,, , -< ,,,,,, • zs,-0•3., '3335,,..A3V,',30.3'' ,3",',,ffir,„ ,, ,.•',''''' z% Dead Load 750.0 lbs lbs lin lbs lbs ibis lbs Live Load 1,250.0 lbs lbs it* lbs lbs Its lbs ..,distance 0,000 ft 0.000 ft 0.000 ft 0.000 ft 0,000 ft 0.000 ft 0 000ft ii Summary .......„. , , „...., 4 Beam Design OK •,, ,--,,, . .,....,-............f fr. Span®8,75ft,Beam Width=3.500in x Depth=11.25in.Ends are Pin-Pin Max Stress Ratio 0.911 : •1 Maximum Moment 6,0 k-ft Maximum Shear* 1,5 3,3 k Allowable 6.6 k-ft Allowable 8.2 k Max.Positive Moment 6.03 k-ft at 4.375 ft Shear: @ Left 2 76k Max.Negative Moment 0.00 k-ft at 8.750 ft @ Right 2.76 k Max @ Left Support 0.00 k-ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k-ft @ Center 0,073in Max,M allow 6,62 Reactions,, (§-Right 0.000 in fti 980.00 psi fv 83.16 psi Left DL 1.82 k Max 4,76 k Pb 1,075,25 psi Fv 207,00 psi Right DL 1.07 k Max 2 76 k , Deflections ,: :,.-_ .... • ,:- , ,........ .,• • •-.-.....„--• • ,,-.., . .---........ • ........„.:.•• „33.3 33,,33,,,,,... „,,, •a....nr.....”.,OVAUM77,,M10'," Center Span.., Dead Load "fetal Load Left Cantilever.- Dead Load Total Load Deflection -0,049 in -0.125 in Deflection 0.040 in 0,000 in ...Location 4.375 ft 4.375 ft ...Length/Defl 0.0 0.0 .length/Defl 2,159.2 839.67 Right Cantilever_ Camber(using 1.5*D.L.Deft)... Deflection o.000 in 0.000 in (42 Center 0,073 in ...Length/Deft 0.0 0.0 @ Left 0.000 in @ Right 0,000 in Associated Consultants,Inc Title: Job# 1340 SW Bertha Blvd.Suite 200 Dsgnr: Date: 4:04PM, 8 JUL 10 Description: Portland,Oregon Phone(503)384-0460 Scope: Fax (503)384-0459 „.„..........„...„„„........_„:„..„...„_„..........._„„,.... i Liittia.KW.C603830.Vof$412,1 428C.,2W3 General Thither Beam 1,,,,te 1983,20V3 iiiNERCALC Ervinetwica Sot:wet-a ac 66w Cialeciattcro. i. •-•---0-...: • ..--,.,,,,,,....,--i•i••n, MMIPIOrri, ••., ',...".. ',•••:. • • ......T.,ns•n• s,•,,,,,,,,,, • n 'on>e-, ,.....wn. ,1,,,,'-.••.,.....”,.... •*,..,,,,,,,,,, 44.vi•-•TWA?",5 • ......,, „,,„d 4 Description beam to replace kitchen wall ,i Stress Cates i .......... — . ........... ....•9' -,K....;.,K,K,.., ",.,...,,• .M,....Z=Mt.,,e,"/ . "KKK.K.M,..' •,•‘‘K."".K.r 1 NI,MKK.....'/,'k I' K.t"......2:',.'' •K ,.....,.......' .'s,""","'',..K.a '`,...,'•, , .'..'2 4.,/5/20.VaW4,4 Bending Analysis Ck 32.811 Le 0.000 ft Sxx 73,828 in3 Area 39,375 in2 Cf 1.100 Rb 0,000 Cl 0.000 Max Moment Sxx Reo'd A.11/9 .04le fb @ Center 6,03 k-ft 67,29 in3 1,075.25 psi mi Left Support 0.00 k-ft 0,00 in3 1,075.25.psi @ Right Support 0,00 k-ft 0.00 in3 1,075,25 psi Shear Analysis i Left Support rg Right Support Design Shear 3.27 k 3.27 k Area Required 15.818 in2 15.818 in2 Fv;Allowable 207,00 psi 207,00 psi Searing @ Supports Max.Left Reaction 4.76 k Searing Length Reg'd 2.174 in Max.Right Reaction 2.76 k Searing Length Req'd 1.260 in ....„„,„..„...„_..........,...„_. ....„...,_ .„.....„..... _„ . Query Values - .......... .....---,K,4,0 K'..... 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I ,;u ,, Associated Consultants,Inc Title: Job# 1340 SW Bertha Blvd,Suite 200 Dsgnr: Date: 4:07P 't, 8 JUL 10 Portland,Oregon Description Phone(503)384-0460 Scope: Fax (503)384-0459 (mot KW-0603630 vfx 60.1 a 2003 Multi-Span TImber Beamkl t 0,0983.20M ENERCAC.C,EnginGoong Sof,w6re 'sz�tF,,,r,. Description Beam at first floor 1 General Information Code Ref: 1997/2001 NDS,2000/2003113C,2003 NEPA 5000.Base allowables are user defined _ Douglas Fir-Larch(North),No, 1/No,2 Fb• Basic Allow 850.0 psi Elastic Modulus 1; 00,0 ksi All Spans Considered as individual Beams Fv:Basic Allow 180.0 psi Load Duration Factor 1.330 Timber Member Information -_ ,, 1.,� , N. ;.„- 1 reav,.,„„ ,,,„ t:».. 'r.,„.„ AVM'.,, ,,46i ';z� ..., _ • Description trtr at vux°tts SKie Span ftt 8.75 Timber Section 4x1,2 Beam Width in, 3.500 Beam Depth in 11.250 End Fixity ran-Pin Le:Unbraced Length ft 0.00 Member TypeSawn Loads . ,xW �.,.,<,,, � .. Live Load Used This Span? Yes „» Dead Load #lft 225.00 Live Load #/ft 325,00 Point 1 Dead Load lbs Live Load lbs' 1,345.00 ------ .000 Results > ��.., s..I, =.; „AAA, 0,, , . „> ,, 4,,,` , Morax{ ntr' in-k 89 7 �,. . x X= ft 3,56 Max Left End ink; 0.0 Max§Right End in-ki 0.0 ft):Actual psi' 1,214.9 Fb:Allowable psi 1,243.8 Sending OX Shear Left k' 3.29 Shear ei Right k 2;87 fir:Actual psi; 105.8 Fv:Allowable psi' 239.4 shear OK Reactions& Deflection M,X.. Df Left � k` 0,98rr,„a ,,;; .. LL©Left ki 2.31 Total @ Left k l 3,29 DL@ Right k 0.98 LL e Right k 1.88 Total @ Right k' 2:87 Max,Deflection in -0.152 ft 4 26 Query Values • �.. Location x ::,w.t •, � � ft; O.ClO Moment in-k" 0.0 Shear k 33 Deflection in 0.0000