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HomeMy WebLinkAboutPermit Building 1997-04-16flbd ?Lws. qfiq0qBranch Engineering 310 North Fifth Street Springfield, OR 97477 Telephone (503) 746-0637 Telefax (503) 746-0389 STR UCTU R A L CAL C U LATIO N S PROJECT: TABOR CONSTRUCTION PROJECT NO.97-104 BY Ren6 Fabricant DATE April 16, 1997 REVIEWED ELEMENT UNIT VALUE SEISMIC ZONE WIND VELOCITY / EXPOSURE SNOW LIVE LOAD ROOF DEAD LOAD 3 80 MPH EXP. B A5 PSF 1O PSF PROJECT DESCRIPTION: ENGINEERING EVALUATION lN ACCORDANCE WITH THE STATE OF OREGON ONE AND TWO FAMILY DWELLING SPECIALTY CODE SCOPE OF SERVICES: DESIGN REPLACEMENT TRUSS FOR DAMAGED ROOF TRUSS 12-31-97 A N (lA U MilS lN Fr\Ol MEIvffi An TIffiJGIl ilb) u NAil-5 tN FAqt \'EMDEP O! FAqt S|DE 7\NU6H h'@X G TYPICAL f7s6,s -tt fta ?vxt-z dffb '' 9^-7*i' \+ 4 TDf 4 Eotn v,". e-blr kt-u u u Es Etgf NI-f Loc-r*'n'ctN I 24', l I CII -JI cl. c).;t' b-Irf,i t-- ai(o\J 9*dtba'-uJ\ :ftX \rfz- r d :l- 3r d -b o F.' X-cc- 't y, A ,tNN xx -s-- \ 6- e FfN! HE PS rn b, d= **$ Nt il $q g )< $$I $$F'Ht c,01l tl fl t; s It F I H T il C t! t! ,t f T I H I 6 I { I* Z-P It H F (x) ir'l TRUSS DESIGN DR wlIIO ]T11I Branch eermgTRUSS DESIGN IABOR CONSTRUCTION 810 E0,h SheGt $prhgfield. 0r4on nln Flx )?r0-moeTI Branch Engineering 3L0 N Sth StreetSpringfield, OR 97477-4643 KIbA-Zu (r(, veI.urorr J.UJ Job -T clv., o \?-. Page \\ ,/ r ? Date tl - \\., --'l I ET.I\IELOPE SOTUTION Member Section Results No NodesIJ 1 L- 2 A v M D 22-8A v M D 38-9A v M D 4 9-10 A v M D 5r_0-6A v M D Member Quarter PointsI-End L/4 l/2 3/4 J-End ( K, Kft, in ) LC ( K, Kft, in) LC ( K, Kft, in ) LC ( K, Kft, in ) LC ( K, Kft, in ) LC-- 0. 0. 2 2 0 0 0 0 -0.00 -0.00 0.00 0.00 -0.00 -0.00 000 000 .51.st .2L .2L .00 .00 o.239 0.239 -0.01 -0.01 -0.04 -0.04 0.01 0.01 -0.032 -0.032 2.20 2 -20 o.20 0.20 -0.02 -0.02 -o.t32 -o.L32 2.L4 2.L4 0.07 0.07 -0.25 -0.25 -o.226 -0.226 2.5L 2.5t 0. 16 0. L6 -o. o1 -0. o1 -0.0L7 -0.017 -0. 01 -0. -0. -0. 0.04 0.04 0.089 0.089 2 .47 2.47 -0.06 -0. 06 -o.27 -o -27 -0.136 -0.L36 2.LB 2.tB 0.06 0.06 -o.27 -0.27 -0.264 -0.264 2.L9 2.t9 -0.0s -0.05 -o -27 -o.27 -0.274 -o .27 4 2.55 2.55 0.03 0.03 -0. r.9 -0. t9 -0.039 -0.039 -0.02 -0.02 -0. t2 -0. 12 0.09 0.09 131 131 .45 .45 .20 .20 .02 .02 -0.068 -0.068 2 -1,6 z.L6 -0.07 -0.07 -0.26 -o.26 -o.223 -0.223 2.23 2.23 -0.18 -0. 18 -0.05 -0.05 -0.148 -0. 148 2.60 2.60 -0.09 -0.09 -0.14 -0. 14 0.059 0.059 -0.02 -0.02 -0. 15 -0. r_5 0.17 0. 17 L67 L67 .42 .42 .33 .33 .48 .48 000 000 .14 . 1_4 .2L .21 .00 .00 -0.016 -0.016 2.28 2.28 -0.30 -0. 30 0.40 0. 40 0.000 0.000 2.65 2 .65 -o.22 -o.22 0. 15 0.15 0.237 0.237 1 1 1 1 1 1 1 1 L 1 1 1 1 1 1 l_ 1 1 1- 1 L 1 1 1 1- 1 1 1 1 1 t 1 l. 1 t t 1 t L 1 0. 0. 2 2 -0 -0 0 0 0. 0. 2 2 -0 -0 -0 -0 1_ 1 1 1 1 1 1 1 1 L L 1 1 1 1 L 1 1 1 1 1 L 1 1. 1 1 1 1 1 1 L 1 1 1 1 l_ 1 1 1 1 0. 0. 2 2 -0 -0 -0 -0 1 L 1 1 1_ 1 1_ 1 L 1 L 1 1 1 1 1 t 1 1 1 1t 1 t 1 1 1 1 1 1 t 1 1 1 1 1 t 1 L 1 01 08 08 L L 1 1 1 l" 1 1 1 1 1 1 t 1 t 1 L 1 1 1 1 1 L 1_ 1 1 1 1 L 1 L 1 1 1 1 1 1 L 1 L 0.045 0.045 2.49 2.49 0.07 0.07 -0.26 -o.26 1 t 1 1 1 L L L 1 1 L L L 1 1 1_ 1 1 L 1 t 1 1 1 L 1 1 1 1 1 L 1 1 1 1 t 1 1_ 1 L 2 2 0 0 0 0 0. 0. 2 2 0 0 0 0 -0.-0. 2 2 0 0 0 0 .22 .22 .33 .33 .48 .48 000 000 .09 .09 .20 .20 .00 .00 017 017 .46 .46 .28 .28 .40 -40 0.000 0.000 r\Ie.l -, \^\,, Jt-^5avll J. vJ Branch Engineering 310 N 5th StreetSpringfield, OR 97477-4643 J Page \)/ \\nate u-l* lt"- ch ============================================================================ No NodesIJ Member Quarter Points I-End L/ 4 1/2 3/ 4 J-End ( K, Kft, in) LC ( K, Kft, in ) tC ( K, Kft, in ) LC ( K, Kft, in ) LC ( K, Kf t, in ) LC-- 66-7 72-3 83-4 94-5 105-6 -0.05 -0.05 0.14 0. 14 0. 15 0. 15 0.000 0.000 -2.50 -2.50o.03 0.03 0.17 o.L7 0.000 0.000 -1.54 -r_ .54 0.00 0.00 -0.00 -0.00 0.000 0.000 -1. s4 -1.54 0.01 0.01 0.01 0.01 0.000 0.000 -2 .40 -2.40 0.01 -0.04 1-0.04 10.11 1-0.LL 10.09 10.09 10.045 10.04s 1 -2.50 1 -2.50 10.02 10.02 10.L1 L0.11" 10.062 10.062 1 -1.54 1 -1.54 10.00 L0.00 L-0.00 1 -0.00 1 -0.001 1 -0.00L 1 -1.54 1 -1".54 10.00 L0.00 1 -0.00 1 -0.00 1 -0.000 1-0.000 1-2.40 1-2.40 10.00 10.00 1-0.01 1 -0.01 1o.o42 10.o42 1_ -0.03 1 -0.03 10.07 l-0.07 L 0.04 10.04 10.085 10.085 1. -2.50 1 -2.50 L0.02 10.02 1 0.06 1-0.06 10.010 1 0.010 L -1.54 1 -1.54 L -0.00 1 -0.00 1 -0.00 L -0.00 1 -0.001 1 -0.001" 1 -1".54 1 -1.54 1 0.00 1 0.00 1 -0.00 1 -0.00 1 -0.001 1 -0.001 L -2.40 1 -2.40 1 -0.00 1 -0.00 L -0.02 1 -0.02 1 0.097 10.097 1 -0.0L -0.0L 0.04 -2 -2 0 .04 .01 .01" t2z L22 .50 .50 .01 0.01 0.03 0.03 -0.109 109 .54 .54 .00 .00 .00 .00 000 000 .54 .54 .00 .00 .00 .00 001 001 -2-40 -2 .40 -0.00 -0.00 -0.01 -0.01 0.170 0. L70 0.00 1" 0.00 1 -0.00 1 -0.00 1 0.00 L0.00 10.159 10.159 1 -2.50 1 -2.50 1-0.01 10.01 1 -0.00 1 -0.00 1 -0.256 L -0.256 1 -1.54 L -L.54 1 -0.01 1. -0.01 10.01 10.01 1 0.000 1_0.000 1 -1.54 1 -1.54 L -0.00 1 -0.00 10.00 L 0.00 10.00r. L0.001 1 -2.40 1 -2.40 1 -0.01 1 -0.01 L0.00 10.00 10.255 L0.255 t A v M D A v M D A v M D A v M D A v M D 1_ 1 1 L L 1 L 1 1 1 1 L 1 1 1- 1_ 1_ 1 1 L l_ L 1 1 1 1 L 1 1 1 L 1- 1 1 1 1_ 1 L 1 1 0.01 o. oo 0.00 0.000 0.000 0 0 0 0. 0. 1 1 1 1 1 l" L 1 1 t 1 1 1 1 L L 1 1 L 1 1 1 1 1 L 1 1 1 t t t- 1 1 1_ 1 1 L t L 1 -0. -1 -L -0 -0 -0 -0 -0.-0. -1 -1 -0 -0 -0 -0 -o.-0. t(rDA-aL, ttV Ver,b.rurr J.vJ Branch EngLneering 31,0 N,sth Street v Sprfngfteld, OR 97477-4643 .rob-:IAB-o-P* Page__I343_ Date Q-\\."-9-l No NodesIJ Member Quarter PolntsI-End L/ 4 L/2 3/ 4 J-End ( K, Kft, ln ) LC ( K, Kft, in ) LC ( K, Kft, tn ) tC ( K, Kft, in ) LC ( K, Kft, ln ) LC--113-8 123-9 13s-9 L4 5- 10 154-9 0.70 0.70 -0.00 -0.00 0.00 0.00 0.000 0.000 -o.77 -0.77 0.00 0.00 0.00 0.00 0.000 0.000 -0.70 -0.70 -0.00 -0.00 0.00 0.70 10.70 1-0.00 1 -0.00 t0.00 10.00 10.073 10.073 1-o.77 1-0.77 10.00 10.00 1 -0.01 1-0.01 1-0.005 1-0.005 1-0.71 1-0.71 1-0.00 1-0.00 10.01 10.01 10.090 10.090 10.62 10.62 10.00 10.00 1-0.00 1 -0.00 10.011 10.011 1-0.01 1-0.01 10.00 10.00 1-0.00 1-0.00 1-0.000 1-0.000 1 0.70 0.70 -0.00 -0.00 0.00 0.00 0.146 0.146 -o.77 -0.77 0.00 0.00 -0.01 -0.01 -0.005 -0.005 -0.71 -0.71 -0.00 -0.00 0.01 0.01 o.L77 L77 .62 .62 .00 .00 .00 .00 0.023 0.023 -0.02 -0.02 0.00 0. o0 -0.00 -0.00 -0.000 -0.000 0.70 0.70 0.00 0.00 0.00 0.00 0.218 0.219 -0.78 -0.78 -0.00 -0.00 -o. 01 -0.01 -0.001 -0.001. -0.71 -0.71 0.00 0.00 0.01 0.01 0.258 258 .62 .62 .00 .00 .00 -0.00 0.035 0.035 -0.02 -0.02 0. o0 0.00 -0. o0 -0.00 -0.000 -0.000 0.70 10.70 10.00 10.00 10.00 10.00 L0.291 10.291 1-0.78 I--0.78 1-0.00 1-0.00 1 -0.00 L-0.00 10.007 10.007 1-0.7L 1-0.71 10.00 10.00 10.00 10.00 10.336 10.336 Lo.62 L0.62 1-0.00 1-0.00 1 -0.00 1 -0.00 10.047 L0.047 L-0.02 1-0.02 10.00 L0.00 1-0.00 1-0.00 10.000 10.000 l. A v M D A v M D A v M D A v M D A v M D 0 0 0 2 2 0 0 0 0 0 0 1 1 0. 0 0 0 0 -0 -0 t 1 1 1 1 1t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 L 1t 1 1 1 1 1 1 1 1 1 L 1 1 1 1 1 1 .0 00 00 .6 .6 .0 .0 .0 .0 00 00 .0 .0 0 0. 0. 0 0 0 0 0 0 0. 0. -0 -0 0 0 0 0 -0.-0. .00 .00 .00 .00 000 000 1 1 1 1 1 1 1 1 1 1 1 1 L 1 1 1 1 1 1 1 1 1 1 1 1t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 L 1 1 1 1 1 1 L 1 1 1 L 1 1 1 L 1 1 1 1 1 1 1 1 1 1 1 1 1 L L 1" 1 1 1 1 1 1 1 1 0. 0 0 -0 -0 -0 *t t- \\>OK Arl1 I t) tuut eXtltrqG btt>lrtoNg l Srut -nou', fAourou Nru -rtul,rs,. pt*ru fJEYr fix grf,x '}.J su> -rrbrgg ffi'' P u *m L r uf, r.^5 rrft tl.r. t\"S r r-.,gsrt1 ll 4 o o fiernon tO tn* yaoF 5 *eln+ NU -t D tf)r^qg Bo - b" o-c, t HAl{un El\\.rrrtLLr rlr rv 3IO sth STREET (541) 74e0637 /rs lb'/2" u, 161pr,t6W T[.rrg6 Nt w T2-l'x99 TD tll9XNl4 t V-uLg (*. \-- \ <. LZLt-Z alqlsl^ LllDual tllool lo t/r 6Z1lt-tz-82-ilt-CZ z090er/ (Ir9) Lr.rz6 HO'm3HgNlBds El3UlS rfls 018 ONIU33NIEN3 HCNVHE s33NVH3101 LNlor uotuSlNHZl[.cZ 3Un0E luur z'c) qsur 8/ I dv9 (uur U)ut r;dy9 flnt,ilxvn-v U38y',l3ri OUOHC u38W3]t E3M HI:I:U 3rnd HoIo3NNOC -lvEryrl Jo0NrN3t_r!nJ JO :tCN30 tA3 3-l StStA-{d-ilt-ez 3 un gH ,lrBl^ OPIS me;a dol elqrsrn q16ua1 qlool lo r/l 3003 9Nlo'ltns nHoJtNn 166t E\/e 166l I r Udy >\ oqr s \ hq t-l \', I .) ar-OQ 1r\60k- L\, I ApRt6ls97 Dea'u Auc Jo,*rrs Toa Lxp4,e.q ApNr- I TFhEC4 LeNp I Ar [$oad f ,u-e] l^4 | /z' ?vyweo> 6, wf s f,t< u-11-tb ? "X u:ooD , Srxvqt Lsvar- )?*o(J,ts)= lToo fs, htao l, Oa1 Gt,xae 5 - S tLm ?5t IZ (,rO = nf1, ? Utt o6Y +lgzs \ Ft-&utf}es 7b s Z S to€S Z 4,, I az,i*-@1,^= lZ (, u4{1D ^I/a r u TrWyg ZrlrrurrJrw f>a Lyqg rt,tN f*qruv ra: tTbt 6b N lnt.,6 = (1, ,)t-r3tt) = *{/n* f,A aut 6Ac}( J3zS. z $qz,t qb t^tE, BU N,lrruq 0") BRANCH ENGINEERING SPRINGFIELD, OR 971r/ (s41) 716-0037 ZGSO + lb N()L( .l \ tl stD,r lu,tt UgtK. 1-I-\oq \h\)OH ept? I 6 ( \z Axr r+u $tce ,N M,Br,^ounr Dr oz PsevrDE} 51€, pi TcNSto^,) PRoRt-"- + Z(g@*tfri Z'(,4 ('On(r.O: 5'25 Mt-k ZYA C-${oAD, vt€bSzx4 Ct*rr.rlt* 4,t, rh* &eca vq€ vLE6 eLa/M6 ,/4r, Nvw Nor{b 3 LqteL. I 1 5 BRANCH ENGINEERING SPFINGFIELD, OB 97177 (s41) 716-0837 2-rn tl'l- \Dq -\ Ar\SoK- + APR I ri 199/ 9 BRANCH ENGINEERING ^.q slh STREETSPI FIELD, OR .974r/ -t5'11) 718'0037 7 b/r s LA F1:Ful t Plt FZ:0ptlons F5:Box tlf f F?:Anlnate F9:UnAnchor lFlo:AnchorzI ut., lct"tn:Drif t lEsc:Beturn v L-** t Lr u u / t{t'v \t|vt-.-\API( I 6 lgg7 BBANCI IGINEERING 310 Eth STREET SPRINGFIELD, OR 974r/ (s41) 718-0037 tl.: ( (u_ e ,N> o E a0. tro.al5 + F1:Ful I Plt EZ:Optlons F5:Box tlff f?:Aninate F9:UnAnchor FlO:Anchorz Uleu CtrlI):Drif t Esc:Beturn Loads: Ld Comb:l Solution: Ld Conb 1 Unitg Check Leuel 0.-.50 .50-.75 .?5-.90 .90-1.0 >1.0 llo Calc v L_,* Ywuu )ua"z '-\ [ - \u*r \ htz v t- llz rr_ rND #oRtl' 6,fffl8r*,*u 31' .STREET spntnoHEt-o,oR 074r, (s,11) 7'l&0037 8/ /13 o 6 o.6 + v-- Fl:Full Pl [Z:0ptlons F5:Box 0ff F?:fininate F9:Unftnchor F1O:finchorz Uleu CtrlD:Drif t lEsc:Beturn -l Loads: Ld Conb:l Solution: Ld Comb I tg Check Leuel 0.-.50 .50-.75 .75-.90 .90-1.0 )1.O ilo Calc Uni v L-** l I -v- l(Z ul,}.)D \ l-\ut \\ rrJt;l\<AHH T b IUUI BRA H ENGINEERING 310 6th 9TREET SPRINOFIELD, OH .0742 (s4t) 7/16{037 6 q I 3 E a E I + Fl:Ful I Plt F2:Options F5:Dox 0ff F7:finimate F9:UnAnchor F10:Anchorz Uleu CtrlD:Ilrif t Esc:f,eturn Loads: Ld Comb:3 Solution: Ld Conrb 3 lunits ch".k Leuel 0.-.50 .50-.75 .?5-.90 .90-1.0 >1.0 ilo Calc v L--" Branch Engineering 310 N Sth Street Springfield, OR 97477-4643 t(IDfr-ZlJ (tl ' Vtalrrrorr J.uJ "rou -1-A?rCt.- P D age \o/ \3ate 4- lt"-9-) ENVETOPE SOLUTION Nodal Displacements 1 2 3 4 5 6 7 I 9 10 11 max min max min max min max min max min max min max min max min max min max min max min 0.05867 1 0.05867 L 0.00000 L 0.00000 1 0.03214 1 0.032L4 1 0.04315 1 0.0431s 1 0.05416 1 0.05416 1 0.08506 1" 0.08506 L 0.14088 1 0.1_4088 1 0.06L39 1 0.06139 L 0.04308 L0.04308 L 0.0251"9 1 0.02519 1 0.00000 1 0.00000 1 -0. L5655 1 -0.15655 1 -0.00000 1 -0.00000 1 -0.25686 L -0.2s686 1 -o.25632 1 -o.25632 1 -o.25577 1 -o.25577 1. -0.00000 1 -0.00000 1 0.L4862 10.L4862 1 -0.23873 L -o.23873 L -o.25620 1 -o.25620 1 -o.23736 L -o.23736 1 0.00000 1 0.00000 L 0 0 0 0 -0 -0 0 0 0 0 0 0 0 0 -0 -0 0 0 0 0 0 0 .00702 1.oo702 1 .00504 L.00504 L .00007 1 .00007 1.00001 1 . 00001 1 .00146 1 .001_46 1".00757 1.00757 1.00574 1.00574 L.00142 1 .00142 1.00000 1.00000 L.00302 r_.00302 1 .00000 1.00000 1_ ENVETOPE SOTUTION Reactions Node Global X Globa ( K) ------LC------0.25632 L -0.25632 1 0.00000 L0.00000 L l Y Moment ) ------LC---------- ( K-ft ) ----LC-.25464 1 0.00000 L .25464 1 0.00000 1 .29583 1 0.00000 1 .29s83 L 0.00000 L 2 max min6 max min (K L 1 1 1_