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I Present To You The Story Of Earing Magic Ken: m00nqueer ok this is "earring magic ken" who was introduced in 1992 (and discontinued shortly thereafter) survey and discovered that girls didn't think ken basically mattel had done was "cool" enough SO someone had the bright idea to research coolness by sending people to raves which, at the time, were mostly hosted & attended by gay men. so they went to these raves and took notes on what the fashions were and finally landed on this outfit, mesh shirt & all this doll became the best selling ken doll in history, mostly because gay men bought it in droves. (many of them said his necklace was supposed to be a cockring) but mattel and a number of parents weren't very amused and discontinued the doll muffinsandmatriarchy OH MY GOD YOU'RE LEAVING OUT THE BEST PART SO MAGIC EARRING KEN. This bitch gay as HELL. supposedly the aforementioned rings on him are for "magic earrings" and clip on charms. These charms are advertised as totally COMPLETELY heterosexual, not gay at ALL, see there's a Barbie that also has Magic Earring Action with clip on charms! Ken wears them to match, because he's ST IGHT Here's the issue: THERE IS NO MATCHING BARBIE. Magic Earring Ken is out here straight up wearing cock rings on his jacket with a thinly devised advertising ploy to make it SEEM not-gay. But it's DEFINITELY GAY. (And if you're thinking, why cock rings? Well way back in 1992 gay culture was HUGE on wearing cock rings, it was the in-style. Everyone who was gay wore one, even women; you sewed them to your leather jacket, and the placement indicated some of your sexual preference. In case you were wondering, Ken is a Bottom.) AND IT GETS BETTER. Magic Earring Ken was on the shelves for six weeks before they pulled him. In that short amount of time? Magic Earring Ken became the BEST SELLING Barbie Doll Mattel has EVER SOLD. LET THAT SINK IN. SIX WEEKS. And now every time these wheezy old hetero windbag execs go to look at their sales board, they're forever haunted by Magic Earring Ken at the top of their charts. Gay as hell, Cock Ring Bottom Ken, the Best Selling Mattel Doll. Pride. shoptiludropdead please take the time out of your day to read about Magic Earring KenTM Earring Magic KenTM I Present To You The Story Of Earing Magic Ken
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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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In 1990 a 9 y/o madlad has sued Nintendo: 42 The Province Thursday, February 1, 1990 Boy, 9, sues Nintendo over baseball game ball game. He claims the video game falsely United Press International A nine- claimed its users could simulate BRIDGEPORT, Conn. ear-old boy has sued Nintendo of being a manager of a baseball team America and Major League Base- by choosing which ballplayers to ball over a video game he claims field. ails to live up to its promises, his awyer said yesterday. Lawrence Kanaga said that he a manager?" the game label states. ad filed the suit in Bridgeport "Well, here's your chance to prove Superior Court on behalf of Clark yourself both on and off the Thiemann against Nintendo, LJN field." Toys Ltd., and Major League Base- oall. LJN makes the game for Nin- contained insufficient data to allow endo and Major League Baseball him to make the managerial deci- endorses it. The lawsuit, which seeks class Says. ction status, aims to stop Nin- endo from continuing to produce dissatisfaction with the defendants r sell the game, Kanaga says. A but their response had been earing has been scheduled for "unsatisfactory," Kanaga says. Feb. 20. Thiemann also wants back the mond, Wash., had no comment 40 he used to buy the video base- yesterday. "Sure, you've always wanted to be a professional ball player, but have you ever thought about being Shortly after buying the game in October, Thiemann discovered it sions it promised, his attorney Thiemann had communicated his Nintendo, which is based in Red- In 1990 a 9 y/o madlad has sued Nintendo

In 1990 a 9 y/o madlad has sued Nintendo

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It is cannon that Kars has no penis: IQ CAN DETECTHEAT AND AIR MOVEMENT 400 EARING INITS MOTHERS BELLY AND IN UNDER TEN MONTHSATHE EMBRYO BECOMES A FULLY GROWN HUMAN BEING AT THE END OF A TRANSFORMATION REPRESENTING ROUGHLY NINE-HUNDRED-MILLION YEARS OFEVOLUTION THAT IS WRITTEN INSIDE ITS GENES INSOFAR AS CARS CELLS CONTAIN THE GENETIC DATA FROM THE WHOLE EVOLUTION PROCESS. HE CAN TRANSFORM INTO ANY LIVING BEING BYPUTTING THAT KNOWLEDGE TO PRACTICE THIS IS THE PERFECT BEING THAT CARS HAS TURNED INTO THANKS TO THE RED STONE... D HE IS INVINCIBLE! 2) HE WILL NEVER GROW OLD! 3) HE WILL NEVER DIE! 4) HE HOLDS THE WHOLE POWER OF THE LIVING WORLD CONCURRENTLY AND MOREOVER SURPASSES IT! AND HEHAS THE BEAUTY OF A GREEK SCULPTURE AS HIS'BASIC GRIP APPEARANCE CAN DISTINGUISH FROM A BAT SCREAM TO A WHALE CHANT SIGHT SANE AS ASPACE TELESCOPE sETOS CAN DISMANTLE IT ON A CELULAR LEVEL TO TAKE THE SHAPE OFANY KIND OF HUMAN OR ANIMAL AUSCLES CAN HEAL ANYNOUNDS QUICKLY IN OTHER WORD5.CAN TRANSEORM VERY CUICKLY AT HIS OWN WILL 900KG/CM JUMP FAVORITE FOOD 18M HUMAN TURNED INTO VAMPIRE CCAN STAY ACTIVE ONE YEAR WITHOUT DRINKING OR EATING GOAL FOR LIFE FOR OTHER LIFEFORMS,IT STO PRESERVE THE SPECIES, BUT FOR CARS ITS ABOUT CREATING A WORLD MATCHING HIS OWN DESIRE SLEEP USELESS SEX USELESS THE LOWER THE LIFEFORM. THE LARGER ITS! OFFSPRING BECAUSE THE DEATH RISK ISHIGH THEREFORE APERFECT BEING DOESN'T NEED ANY DESCENDANTS OR FELLOW THERE IS BUT ONLYONE SUMMIT. SEX USELESS THE LOWER THE LIFEFORM THE LARGER ITS OFFSPRING BECAUSE THE DEATH RISK IS HIGH THEREFORE APERFECT BEING DOESN T NEED ANY DESCENDANTS OR FELLOW THERE IS BUT ONLY ONE SUMMIT It is cannon that Kars has no penis
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Just joining, thought I’d share my setup!: Search # l LUE SUFFS Wasatch Chief dGd:12Sp Ad Norto HEW MESAGES e x Styful GROMPS- t/y.com v a6G hur Logtech ORS So Comer halps//www.titch.f/primaeemo NFreamusic Recommended for you Premieres 7/11/19,10.00 PM or's Pit Google Chrom dammit carpl PARTY HOME PROFILE Tach COLLECTION n's Grotto ? OX WMrGI /2 Ranhed Solo TEAMFICHT TACTICS 364 Mw 30 les Primal Teemo-Twitch CAM ONLINE 1934 earing 12 2ars ap RANKED SOLO/DUO DRAFT SUMMONER'S RIFT SVS Wege Har-The Ar (O Aki LWRGH WAR PRIMAL Vidoo Fearless Records 7.M views pbly io 300 Wathing al ip OPEN PARTY CHANGE MODE 330 REPLY Groovy Lntening to e Oia Sater Mow 22 Ranked Sola/Duo NF-Otet NFrealmusic 3SM views IMrGIlI 2years ago Maf SOCIAL mo 44oz 410 REPLY crytall Pluying Panca 44o 44 5 onine GENERAL (4/36) Message genea 2 3 years ago atwapedrn dy OFFLINE-29 Wage War Updated today g the 24 Snochy Onlins 125 PLY oentenike XG box Mar 12e Online Snechy 440 Pub Pl 4 ars ag Abd ElQawy di this band o TEMP idon, o glady Fearless Records In Game 40%c 10% OVOT 1.3 views oday PopeJohnPaules In Game Mary SRect NF-Lic NFrealmusic 844 vies py CLOCKSPED trying to see if tanner.. FANSPEED 300. Swampboat Mobile now? S t Wod y y bd 140 NEPL wanna play 1103heml Otfine 9 ar-dcot Fearless Records 633K views Abd 123456789101112 O omine Mn 4years ago anked right Magic The tw fr TEMP Aut Loydchrism 1think I am just going L ACEPTADO78 offine LOAD 22 EPL 36n trying to se tanner wnts to play ome wh atm F-Wen p NFreamusic 22M viws RatrlaPR F J 4 years ag P r bdy 10m insdy d Popalolnaul CLOOK Type here... 1464 mind wating e 5 min SPEED 235 EPLY Wage War 58K views LA 4 s ag inhis ds gp g AOADH LOAD Type here to search 73 11 347 pAL The Amity Alliction 164 SUS LI pe OML Just joining, thought I’d share my setup!

Just joining, thought I’d share my setup!

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