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German Vs Croatian: THE CHAD CROATIAN the virgin zogerman has memorials to subhuman soviets who doesn't feel shame and apologizes to noone destroyed his country and spends millions to clean them while bismarck memorial is covered in antifa graffiti organizes daily excursions to auschwitz constantly thinks about drina border was so barbaric during ww2 that even germans were disgusted eternally cucked U always apologizes on internet as if people give a fuck about how he's sorry about nazis removed all communist antifascist bullshit from history classes gives no fuck what adl and simon ashamed of his glorious thousand year old history wiesenthal centre thinks about his fascist tendencies thinks national pride is meaningless because we're all citizens of the earth because his literal enemies told him so 100% for homeland ready accepts nuremberg trials as righteous justice only 2% would fight for germany if there was war today sings fascist songs on every ocassion such as childbirth, first communion, and especially weddings wasn't even sure if they pays jews reparations should've reunited in 90s ROB WIKADA because they're bad guys celebrates jureiboban and/ not some bols hevik bandits infested by typhus teaches his kids to hate forever their homeland even before flies flag high and proud most often with fascist they learn to walk and talk his literal chancellor rips out his flag when he tries to wave it symbols forces citizens to watch holocaust documentaries every day literally had death camps jails people for questioning the holocaust organizes excursions to thompson concerts and sings jasenovacigradiška stara in the bus with elementary schoolchildren for children but doesn't even think about feeling guilty for his participation in the spends 300 billion euros on department which checks for secret nazi codes on immediately publishes articles condemning automobile license plates but ignores jihadists in ghettos makes government afraid to condemn his rampant nationalism which results in steady holocaust anti-semitism after israel bombs innocent gained independence after 45 years of communist oppression and immediately had NATO intervene in order increase in chauvinism and fascism palestinians has literal mustard color on flag celebrates traitors such as sophie scholl and claus von steals german funds first by receiving german sponsored pension and then by cashing in on german tourists over doesn't even think has to work until he's 85 so he can pay for welfare for muslims and to save serbs from him about prussia stauffenberg their 4 wives and 12 children later ordered NATO to bomb serbs lol summer German Vs Croatian
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My exam note page for steel connection design: ISo kN A cantileveed 310 Ae 40.4 stub beam subjest ta factored action Mm from fiscd end. Determind ca pacity: o-&.Vp Desiga shen foree in bo 710 N mm. Minimm deign actios 9.1.4 (6):)>. we & bots V ISo/8= (8.8 iN. Desiga momeat at group: M 5010.5r0o cancenservative lysume Mybms 120 I5O KN,S00 O-sOM 05Dfy2e o.SKo.250x 633 103= 7.2 kN <M( KN m) design for s KNm. Bolt h,I.Or-(360/ O.8xO.62 830x o.985 A. N4e faf As<9.3.2.2. Nf= OT Centrold of bot roup in centre. 3lo u8 40 20 0.62fuf kr A<9.3.2.1. lap 760 mm, (120 K2)> 30oMM bolt size required, Assume 4ra de 25o Jteel used 8o4s 18 of) are arade&.t snug tighteAed WOOD)= O.98r <T9.3.2.13 V (0.8x30 As)/-3 (1.3 for prying). Claisical Analytic 20 10A mm.F A mAR load pa 200 beH to resis+ moment My4/I (ro A18 A) esign forces derived frem classical analyi, and CityOA) 93.8 N N Ca pactty of vari True Sitnat on: Flastic model higa stren bolw ith Rmited NA by ET= 2Asman aax ((0-)/30-)) -2 100 Try mi6 bo which is below bettom bo lay er. cem steess in bolts pee portional to straia conservative Aepropriatewhenvery botton la7A of bolts. Can fiad 2AsTmaA ((3 10-2)/(4o-)2As max (110 2)/(420-2)) 2 As 1(Zoo2max) /2) ( / (430-)) 2A, (430- 310-211o-2 0 As mm solving uadtig 4adratre gives rOIm ar anamed Ibolks 2 As C430-2)4(3(0-) 2(170 200/ 2o0 (o. 1)3/ .39 10 mm ITOTAL81.210 mm . Max load per bolt C(7K 0.576 1o. d Ney(o.8820I of eyension for ces (eguah y)Conservatve (easy) anaty id Ave. 127.5MPa. Tension 215KN ve. tenston rtres in op hale we 61.MPa Tension fona in of half ল belaut ducity are used. Ass ume NA is -1- Iz all bolty in tension ) (0-R 2. xlo (o1430-ro./(81.2 102IS7 S.KN. Combined effects.3.2.37((18-8/5.4) Oaly ension flange bolts 132 MPa Oweb toe 132 (142/4210.2) 123 M Pa sS.1/80.2 .3= 80.2 MN S Itlaryetop OK. TRnIiOn Plaage bolhs: M/2 (710 Nam)/(r 0 Mm) = force tA top flange A 122-SK (I65 1o.2) web CA 61. (I42 6.1) r kN. Total Cambined effe cts 1.8/ (69/8o.2/) Assumas all counted belt yield (those tn toe &o of tension area) NA at bo+tom of fl42 (appropriate for le i rigid end platesl. (soo-70) /2 '(alsumes 3omm deep beam lecated ceatrally room plate). Auume all belts yield all bols hare same t0ad (Ffy A) Only top threa bolt rowi within T(T K dyteance betwacn olt and NA). M 2T(470-98)2T(710-981+ 2T (110-98) M *r kNm Combined e ffects (18.8/5.4)2+ (62.9/80.2) .61 .o Thiss uch te leu than yieldd load of forteners and PLATE DESI4N: M F, (e/2) per bolt o.801 (using mIL 21 26& MN. Tensi on force per bolt 268/4= 67 KN. .0. nib will work. Plartic Moddel : force in beam NA &o of tenrion area. Moment e 2(Fx lever arm T 62.9 10 N oK for cmbined actions Delign a uelded connection for & Srade 2so 1008 EA careyins factoreds S100 Mm mar forca tn each bot (elasti model) = 69.8 kal enbomm Assume fy=2ro MPa tw where F, = bo1t l0ad at ultinata lon di. once Momen mp 67-8x107 (60/2) = 2.0 4Na. 2 100 M lo ot/6 n 25o 7o ud of 3o o KN in tension Ase simple lapped connection wt lomm piate simplest wcld i filleb. t Aunming Kr .o (L<Im2 No in e/2 fy e2.07 10 0.1 treguired=23.1 ma. Bolk in plate is detemined, we Can find p late thickne Mament in alen thi lineM m Siz e is mib minimum pla+e thickness to t fin (o/2) prying coanection (just ten siea) divided eqnally betwaen two welds9.&.1.1(b) (30o 10)/2 1= (roy 102) 14 w 6x490t I.O-294 t<9..3.10 v VE (o r03)/LANTETTt N/am tL z (I5OX1O 21 =S10mm. Try GPweld ( o.6) minimam plete rtsc = mm (angle leg), ma 90t= tw//2 Planere ta tion of Forte 1.25de e l.25*b20 minimise MSSfye + e St76 Asing E9xx pr WSOX Weld (tn f&OMhta Load per wait mm NIMM ta plate thicknes f.24 mM. <F1.7.7.3 (6) min weld iefor /0 mm plate is m <T9..2.27- t 6 mm of angle. 6N2 = o/Co 6 4.2) = 201mm. use each sia shear uonnection A canrilevered 31O 040.4 ste beam istu b to factDIed actien of ISO AN, FOO Mn fram 40 K, o.I fls ed cad. Deermine weld sire reguirad.rvetermine value from aid group iHAve Zx(A fillet weld for 210 MM 6 mm 4P E9 web site plate conneation: conne ction minimam design force grcatest of v<n.1.(b)ti)>design Criti cal 6ol for shear alone K thicknets Nelds, (8) funge underside las, gle) flan9e end we (ds, 2x lo) lo oth sides ot failure a long throat. weld os /2 L (MMm). m V, de M/2 2 6d/6.Weld on both de weld group 2+L216. stress at toP of weld grou M/ 1.89 10 n 16r-6.1)/2) (293/2) % m Ic1o.2 282/2)o.2/2) 7 mm. Ip 165(204/2) =3. gI K 106 mm EI 2I 43 4I 21p 18.6x 1o mm Stress in top flange (moment oay =(a5k106x (304/2))/(18.610x)= 613 /2 NImm load per stress in weld at +op of web (momant) My/ 77 flange top melds, IA (283 z7)/i2 v/2 1ts IMPA) of cleut v Acentroidal My/Is unit lengrn dey 617 N/mm Vdel(24,42/6) 3Vd t (MPa) Stres per N/omm per unit length saI N/MM. Stress in wweld at toPof (50K10 2)|web hes) /(2 283 x) - 2br N/mm Resultant at top of 4sit length +(3 vde/L)N/Mm web weld / 26 629 N/mm 13 mar weld l04d - TOt (N/mm)Lom biaedVw 3V 629 N/MM. PART I (a) V 175/3 -4 kN, Try MIb,9 bolt Connections and tenston tie. A4um fellowins informatien usc grade v o.62fur kr (n AcnAo) <.7.2. 7 shear F0OPLW sections Z5OMPA cleat /plates PE4IKX Eelds. u41Maheplane,ass ume through thre ad arca. Assumme i30 tension action In tension Me aber 13r m kN PART I Design tension meme ma (k ) ve o- o.62 70 x (Ikv 10 |3 (0UG32 0 and cle at (aad assoclated bots and we lds require d to connec tension member 59.2 kN V rKN) Adopt 7-mi6 8.8/5b s. finalise the design The stab beam has been designed, It is now necessary to of the 600 MM leng th and siee.C) Petemine cleat thiekasr ots). (b) Detemine weld +ension member (asaming angl). PART I Design butt plat connecion, and cleat Cand bolhs and eids re guired to bolt size required locationsand quantity (b) De termine held size rcg uired, Min COAgty . K Anfu For cleatt h An 6,-18, From (b) 6 1lo mm b) wela: F4X 4P weld. Try 6 mm wcld t 6/J -4.29mm. Assume 1.7M CAr). dV o.6 0.6 rio4.24 MO- o.626 KN/mm. z 135 D.626 21.&mm. For CFw On both sides: L I Zi 6/2 =(08 mm. Adop 6mm C EWEIR 4P On both sides, Cc) N = 135 k. N 92t,. 4rade 2ro to stub be am. (a) Determine bolt sizc and geometry. (d) Dehermine connect fection to vall, (a) Deter mine weld liO m Ageiior:, Aa 2 2 135KN 24 mm. Arsumpio t2,> neorre c aayfe AssuMe tsTmm fy 2 MPa fu 410mPa min o.9280 O , o.9orrI 4(032.72 tz 135 .87m 7actp fop 2 Vb 1317=4K o.9 Re641010 2.214 e2 = 1.9r de 7 6 28 m misimUm piteh 2.5d = 2.516-40mm Yr mm hole lim .9 A y 2 12rk Auume ty 329MPA A 69 Fracture imit o 8r (aisumption correet Ad opt oR6 mm thie k cleat. V KN. paring and rm Mininunm edge dsance -oK .( end dittante 469 mm . fract nre imit govcns Ag z 218 , For Sm hick 5I MM s62 mm. PART(a)m 13T YO.6-81 KNM. Use elestic model for bolt GAe d fo rest tensile Strease from (1x /06)/C42102) 191 mea. at top of web 191 (1/9 181mPa 7ENSILE FLANGE FORCE TOTAL TENSILE FORCE =222 3o 292 kN. TENILE 3r/622.5 KNA. N N = fas= .8 x As 20 A- KN.. Ag 432 1 x 6 562 Mm Adept orrreA: A Fargn. l ooking at bot arrangcms At reaJOna ble bendia MOMEnt aJswme tat top two bol ros bos) would be NEt FOLCE =(181 /2 141 ASrE tO K TENSILE FoeCE PER BOLT-292/Y-7? kNe N Shear force in bdh Ar z 109.94mn dVA O.62 K, fuf Ac t (N/NH) 1.0 (22.5/6.4t168 AJ) (3/0.64 A (0.644K ISI) o.80.62 IK830 Ac (Kr-as i 298 mm) Ac 2 . 6r ma combiaed efeets (V/u O. Try mib (Ac = 144mm,As Im (22.r/0.wi6144)) 6-MI6 bowi,.8/s. (6 Iw 2IA 2o IA 2823 x/2 69 106 mm O.665 1.0 OK AP OP r 22 K(282/2) 1.47 rIo mm I xr 22/2) (/2)) o.1 1o mm D 149 r(278/2) 3.31 106 m T (.25x welds due to shear in web weld only Stress in ndiay, ng elast analytt. Assume Assume stress in we ld u at op of web (he ar (i3 103/2r282 2) 2.39 N/Ma . Stres weid at top of we wel4 o ment only) = My/Iw (81K10&(296/2 . 106) 20/2 N/m er unit e h 720NIMM.Stress in Weld My /Iw 68 23 9 722 N/mm 922 O.6 Ko.6 x 41o tl t2.9 mM tw 4.9 K J2= 6.93 m Say &mM, BOLT GEOMF TRY (6)1.de =.7lb=23. 2 mm e y 0 minimum distance to T-beu. use 20 m Plte would ermally check usiag stress for guestion.should also che ck &earing /teuring for to p boHs Total Stre Js in 6 & N/m weld at tor f web e fuw= 4/0 Mpa Kr =I(Lw <1.?m) = (81X106 (282/2))6.75K 106x) 681/ N/mm per unit leng V 722 N/Mm. Vw v o.6fuwtkr o.6 20 N/MM f plute due to flange load bolt reactlon not regad plates, ualikely to be problem BUTT PLATE THIcENESS: Teasi with thick Mplate Fr (e/2) = 7 r (32/2)= 1.17 kN M o efy 2e 2 st/6=9ot/ & IST2011710 &Min. plar hick aes to minimise . x 53 bo/t 12 16 20 mm Prying= 250 18.62 mm Say 20mn ol4 size M 16 Design a bIFable moment Carrying splice Determination of design actions For pla tes i MO 30o kNM. Yed om4at of beamnfztc of 300kNE300 14bo (0 438106 Nm.30 o6 Na. model ela sically. mar M/z and fachored shear 120 kN betwaan Boor o Htort (3oor 1o/(60/03 ) 20r mPa DP af eb 20r* ((428 /2)/(r o porions of 700PLUS 4604074.6./2)) 192 MPa. Flange fore =190x 14.x ((20rti92)/2) 4 o N. moment to corry A fuchored momen Flanga force distance between p and botpem flange centroi 300KIO6-242 x 0 0Nm or compressioA Web plats designed t transmit hear of 120 cornied by fla nges= we grade &.E M24 (lever arm) r43 x 10 7 ((45 v28)/2) 242 /o6 N Mm Flange p la ter designed to transmit ry7 KN arial tension bolh Moment carris d byweb KN and moMent of sKNm, Bolts: hrade 8. M2Y Cia hread: 133 xON CDCT) Number of bo lts required s4p/132 .1 (7 on caeh sioe of web) Ave. loud per bol sy/6= 1.2 kN. Tnsion: Plange pla te in teaiion Go tist 17 entm 6 bats min L4gtyO.8skeAafa(K =1.0). Nt mia Su grde 2ro 18Ok ib mm. N se me siae a flange Flange plate thould be appros rote trhun) [720 10T, 1Y 0mis 4/ for fructure at holes Nt o.90.85(140xI.S-2/261(4.r)) x o 4O= 6 MTO N SYZ CI8OI62ro, o.er(ICOX 16-2 (26) li6)) x 1 check flung in tansion of holei i Flange +4TRTEVTo Ptetet6 ttur theEr 6F60 1. 54o 6380. Plate: tpf tpfp Check beariny at edye 16 K410: 6560 6380 V aete fue 9I. 2 103 s 0.9 K ae 4.rx44o ae 16 mm 5 o l location lgeometry dete minatien: af well. Leng+h of conne ction Corre ct. miaimum edge distance (from flange edge) = 24 yo.8 mm Flaage outstand Hro Ito.F 90-9.1/2 9o.4r 90 Mm, hole to web : 45mm Also, ali ow for IO MM clearance o r o mm. Mari mum Compression Plate buekles <F.4.6.2.27 Le = IrOx O. =1ormm. 0.5- 0.9x3.2 2 i4.5* 440 441 KN 91.2 KN. Minimum edge dista ne: Flange is limiting. Ub (bearing) rK2 =36 Mm Qs edge (end) distance krm.o (earlier assumption, when ca (cu lating U, Minimum cdge distance <T9.6.2= soy o m. Hole paciny 2.5de2.r24 60 mm 140 mM 300 m use 70 MM =Zx 70 = OA e0ch side 1-25 des 1.2524 30 mm. Distance from hole centreine to web 1.2 de = 1. holes to outside of Flange= f between b oth portio as of uR bea m. Total length of plate- 10+ & or compresrive load i fonce betwern belts about weak (y) aris and thit portion of plate carries fun rensile 1030 70 1O MM, y IyA bd3/12)/ 6d t fi 6= N V612 = 4.62 mm. Keo. 2ae/My) NC=O.9xD.970K 1K 180K16 25o fy/2ro (Kp 1.0). 2=(10r/4.62) T2rol2ro =22-7. For plate, o =603 KN TY KN IF FLANGE WELDED TO ONE PEAM Eq4ate des ig n we ld to determine w eld leagth reguirad. use we ld alorg 3 sides of flange. BOLT PETN web a eo cary 120 M shear and kNm pplied moMent Plate currie adaional PLATEJ ARE D 0.93. weld size Cwlthout chanyiny platesite Smm. misrod PART: We would also 4eed to dcpermine weld size: Marimum +onsion and om pression force to design capaclky f mm moment dne to shea eccentricity. o 9 roup to centre of the tw centroia of one belt go A IS Me &LLentricity for each bolt group is between yroups. offset belwcen centreld of one bolt group and centre of conne ction bolt 130 7o70+s 145mM EXtra moment in plate O o Cdue to offset 14 12ox(0 17.410Nnm. Total design Mement 2 S8+12.4 Figid My exam note page for steel connection design

My exam note page for steel connection design

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this brings a whole new meaning to food porn.: Nutntion Fa Valeur nu Nutrition Facts Valeur nutritive Nutrition Facts Viur nutritive RENIUM ODIUM nts Hunts H TE ato aste Tomato Paste Déliciene Cadbe Dair 13 aZ 369 ml Natural Su Haure ROASTED/ Bars Bear very H C A SAFEWAY Zipior Cherry Braided Strude Ph 5 470 S Fat Free Sans gras JELLO chocolate chocolat Fat Free INSTANT PUDDING POUDINGINSTANTAN Sans gras chocolate chocolat NATURAL AND ARTIFICIAL FLAVOUR AROME NATUREL ET ARTIFICE PAR P 80 CALORIL SWEETENED WITH ASPARTAME AND ACESULTAME POTASSIUM fOULCORE AVEC DEASPARTAME TCE LACESULIAME POTASSAM JELLO 40 g 4A Fat Free INSTANT PUDDING POUDINGINSTANTANE white chocolate chocolat blanc Sans gras ARTIFICIAL AND NATURAL FLAVOUR AROME ARTIFICIEL ET NATUREL AR PORTROND 70 ERWING CALORIE SWEETENED WITH ASPARTAME AND ACESULFAME-POTASSIUM EDULCORE AVEC DE LASPARTAME ET DE LACESULFAME-POTASSIUM JELLO SUGGESTED SERVING PRESENTATION SUGGEREE 32 g 4 SERVINGS PORTIONS INSTANTPUDUING POUDING INSTANTANE Fat Free chocolate chocolat NATURAL AND ARTIFICIAL L ANOME ATUREL ET ARTIFICIEL Sans gras G 80 CALORIES SWEETENED WITH ASPARTAME AND ACESULFAME POTASSIUM EDULCORE AVEC DE LASPARTAME T DE LACESULFAME-POTASSIUM JELLO 40 g4 SERVINGS PORTIONS SSTERV c chocolate chocolat NATURAL AND ASTCAL TN E NATUREL TANT Fat Free Sans gras IMA 80 CLORIES JELLO SWEETENED WITH ASPARTAME AND ACESULFAME-POTASSIUM EQULCORE AVEC DELASPARTAME ET DE LACESULFAME-POTASSIUM PORTIONS 40 g 4 AVINGS PRSOTATIOR t DE LAIT FROID A LA PREPARATION POUR POUDING DANS UN BOL MOYEN BATTRE 2 MIN AU PETITS BOLS LAISSER REPOSEMN POUR UN POUDING PLUS MODE D'EMPLO: VOUS N'AVEZ QU A SUIVRE NOS ETAPES SIMPLES AJOUTER 2 TASSES ADD 2 CUPS COLD TINS DE 1/2 TASSE (125 ml) CHACUNE this brings a whole new meaning to food porn.
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this brings a whole new meaning to food porn.: Nutrition F Valeur nutr Nutrition Facts Valeur nutritive Nutrition Facts Valeur nutritive RENIUM ODIUM unts Hunts TE ato ste Tomato Paste Déliciene Cadb Dair 13 o 369 ml Natural Su Nature ROASTED/ ars Bear wy HI CH CH A SAFEWAY Zipior SA 99 Cherry Braided Strude Phg 5 470 Fat Free Sans gras JELLO chocolate chocolat Fat Free INSTANT PUDDING POUDING INSTANTANE Sans gras chocolate chocolat NATURAL AND ARTIFICALFLAVOUR AROME NATUREL ET ARTIFIOE PAR A NG 80 CALORIE SWEETENED WITH ASPARTAME AND ALESULTAME POTASSIM fOULCORE AVEC DEASPARTAME TCE LACESLFAME POTASSAM JELLO 40 g 4 Fat Free INSTANT PUDDING POUDING INSTANTANE white chocolate chocolat blanc Sans gras ARTIFICIAL AND NATURAL FLAVOUR AROME ARTIFICIEL ET NATUREL PA PORTRON 70 CHOWISTS ERWING CALORIE SWEETENED WITH ASPARTAME AND ACESULFAME-POTASSIUM EDULCORE AVEC DE LASPARTAME ET DE LACESULFAME-POTASSIUM JELLO SUGGESTED SERVING PRESENTATION SUGGEREE 32 g 4 SERVINGS PORTIONS INSTANT PUDUING POUDING INSTANTANE Fat Free chocolate chocolat NATURAL AND ARTIFICIAL FL NOME ATUREL ET ARTIFICIEL Sans gras 80 CLORIES SWEETENED WITH ASPARTAME AND ACESULFAME-POTASSIUM EDULCORE AVEC DE ASPARTAME T DE LACESULFAME POTASSIUM JELLO SEST V RE 40 g SERVINGS PORTIONS NSTAME.Puouiwo cyo GINSTANTAN chocolate chocolat NATURAL AND ATCALTAVU ME WATURL TANT Fat Free Sans gras IMA 80 GILORIES JELLO SWEETENED WITH ASPARTAME AND ACESULFAME-POTASSIUM SERVINGS PORTIONS 40 9 EOULCORE AVEC DE LASPARTAME ET DE LACESULFAME-POTASSIUM MODE D'EMPLO: VOUS NAVEZ OUA SUVRE NOS ETAPES SIMPLES AJOUTER 2 TASSES DE LAIT FROND A LA PREPARATION POUR PODING DANS UN BOL MOYEN BATTRE 2 MIN AD W3 MIN POUR UN POUDING PLUS PETITS BOLS LAISSER DE 12 1ASSE (125 mL) CHACUNE ADD 2 CUPS COLD this brings a whole new meaning to food porn.
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bill wurtz anyone?: THAT'S BULLSHIT, THIS WHOLE THING IS BULLSHIT, THAT'S A SCAM, FUCK THE CHURCH, HERE'S 95 REASONS WHY io:bec fubferipta bifpitabitur Wittenberge. peidente TR..aartino uttber:Brti Amoteet tud hlgieDaaittro.cufdenicubidemlcctozcdinario,Duarepctit:vt quinonpountycrbis pefentco nobilcu oifceptarcagant id litcria abfentco.3nnoicon noltribielu chri.Amc. Decendi fant cbaftiant.verie pape funt ytiles:inonin eag confia rRominue ct tmaciterni 3efie chie picendo. Denitenniagite. :. onme vitam fidclai penttentiam cfe rol maio ct fatifactiaio tc na nollec eracrionce xenali ndicatoe c uerio ceicbatur nonpet ntclligt. cdiicari.cntecarre: of rum mallet ailica.f.petri in Cinerea ire otn tgoaicttione tcrioinulla ct.nfots ope Danet itas pena bonec manet odiu atid ef penitentia vera intuo) earano vulen.ec pot vilae penao remitrere.pter cas:qas arbitrio- ocendi unt cbfearnt.abapaicnt beber ita vellet.etiam vendita tanunictr a quo:um plurt dana elt hdncia falurio lrae ventar.erianLemitauo:immo as lsotco chiet pape funt iqu ppter vetso pdicandao rerbu beii code (emone.equalerel longus tépta ntremitterela cutpantfi beclarande ct appebando res seo. erte remittendo cauo releTuatos ibuqub"s Rallipeio renitrit deue culpa quin fimul ei nubticiat:bamiltatn trrialen foli viuetibus ant impoittnthilay moaturio eeart et.ofvcne go mirsman cna cipata: vte pompio:ct ceremono celeb:ant. angelum qmarimi et Thcapecohevpepa oat mdulgetasnesfarts noiati furt ncqp nde bnobio facit ipiftio npapa.ercipiendo articula moitio ece ea teout moriturio piias canontcas fus becretie p alco cerrens ce patet gno tifacile cos pfandir 3 tnmo collia rfctg.:becfe fine papa opznt siam bols puryaroum rertrnan. na abuo cpifcopte feminata Canonica in penam purgaton).vident tntertoio cr cruce moteinfermms crtertote. leca bitit enepaupco eccie.locutno eft Se tomeritate dict clauco ecctic merito ICbii Donaran eme the d la t cm.gr ad remifione peta et cauu fota iarici pra l merito odiolifimuo.q: crpimio facit nouifimeo. rnaulgentiamerito et graimue.qeenouifimio tanacentameta e o lurioncn iponebantur Dotu 10e oafeluunt.ctlegtbue canomi moitaiam ant pfecta fanitao teu cbaritae moiturinecefarjo fectm fert magna Ete fatio ef.cfolo vtalcaracca facerepenipurgaa f putcareau celum ofere ficut befperatio ppebea peratto.fecuritae oir argarotoicur mnut horo.ta auger grur belaurt uangclicirbctia funtiquibuo olim pifcabant vtroa caurirdulentiag rhetta funt buenucptfcanf Diurias vro. anf marias giao. intelligurt videf aiab in haitercm. 16 ibuo aut feripturio.g fint crtra fta eiil3ente chartane od oueftum nnouendum nerea ec hoc pata ene videti litt belua britudine certe etfecure falte turpapa premifione plenanioirtpena.nofimpliciter otm.in tlligie ditoca.uquibicutper pape indalgé rus bofem ab ormipena folalet aan.ei inbacvita bebuifent enia andcarü ouTarioo ch omtrcucrena ta aduttere. redmagio tehce :oibus aunb" aducrtere: fommapdicent Cotravenia apticapitate lequit. fit ille anarbemar maledict Inatois veni ti flebenedice verboaoc e atabuein purgaro focti penapstalicuisari.cer enein5 nii p Cali ob idneceffe ctmaioié parte popli per indifcrente la et ma a pratem hpapa in purgateiugialiterratem bs quilibet Ept emist cooqul in fraudem negotiveniaru cua 2ulomagio fulminare intendtt co:qulremar perextu in fraus pmacnias papales taras efevt foluerepomint boies.ctiai ds contraq venic papaleo:nccmnimi venialium petop tolle po medo hapaeffet: maio1ce sfae bonarepofs eft blafphemia tn feti petumct papammatoscs by.icsEuanges me facit oapagn3ptate cianto quinulla bs led per modu faf ag it tarmst 1actuenummue in citari tintierit: cuo Irebicunt anir. nangen oucfu ct auartca pofe. fuf ertd harbitrto oeifolieft. ing curation. vt..0.r. nt papatibau inigitcr erecti:cruci chiticquima aione reddent piuratict Ebeologi.ut talco fermocs inpo acitbecticetiofa venag pdicatio.vtnecreuerenttapapefactle itt fadüsarmar roio velt tedimi, ficutoe 1.Sueno Tallus et fecunie be veritate fue cotririois.mulromuus becofecu tepentcotatar eft cindulgetlao redimeo.t.rariim iTute igtis quiptras Fe rana uat parttota terfctifima charitates cr d rnat bamabo apeboni effe illud det Ceatic enlle vctalce tantirefpiciunt penas fatifactije facramee Cecoatana predicantiquibecent.gredemptoio anias vel cofef ber chutaue vere copunctns bsreniione pletatia aperal amma at ta tr ailiceer cas eum.a CCHr pmanet ctcquic et annuerfaria bcfunctog:et no reddit aur ctct apegtmpto ctrmico ipter pea r a e irdunt ea gratuta charitare ite.ur anoneo phes re ipa et o vib ee inottadic tn pecumjo redimunt per p chitan viune iuemotbpattciparione cim bonogi et cte m t atemueda.ot Diri) aclaratio rmosto Dia loafiulectollere rentag Lars macaum fdchu rut tm iici fatcr remitrit aut part cipatpapaito:quipptritionegfectay baberelcnaneremitonte ctparricipato de femel facit: onritioie ventare corampopulo. tm ontri faltem occalionainat.ientar ait largitas rcla Caure funtvente aptice pdicande.1te populue fallc intelligat.cae pe h ape mene no etredentione venp v it c euiltbs fideliu bas remitcsgicparioco tribuct qu p cae:cunt cauc cficacce. lecferupulofuima latcopargunetalolaptpic retcccampbapiboftib rid Gicrgo e Fn fprtt etmente pape pdicaretur.facile tlla ofia tlaleresoca illi be qbicutpple Chfi.parpar.ctno cftpar . neret. pauaiaut utuane egentmel far oceta na fit mc Laritae:z ht b0 meliot.fedp ventas Docerdifant chri. a b vendi trets Decendifunt cbrag nt ugiue abundeitnccearia tenent Dos C d a.redeprio veniara eft tiberans peecepta. 17 8ha rtiinvt apurfui chim perpenasmo:teein fenolas fequi fadcasth cautrare celu pfecaritate pacio cofaant praltas tri at uve cc tiotes mptam pccuam. bill wurtz anyone?
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