| | | I | | Il ih | | LIBRARY Michigan State University MSU LIBRARIES A RETURNING MATERIALS: Place in book drop to remove this checkout from your record. FINES will be charged if book is returned after the date Stamped below. INVESTIGATION OF SEHAnING STRESSES IN REINTORSERD CONCKETE BHAIMS, A Thesis Presented fer the Decree of Civil Ensineer Ly Wilhelm Neilscn Michigan Agricultural Collere 1916 THESIS PREPACHE, Owir.z to the lack of cefinite informetion ard data cn the steering stresses in reinfcreed concrete Leums,it was decided to carry out this series of tests in &n attemmt to determine something of the amcunt and distrituticn cf the shearing stres- cr es cerried bv tre shear reinforcement in reinfcerced concrete ve a+ coor Te cart: 4 ty pe 24 oS a 4 ft asptidne. bears.An attemnt wes also wade to commare tine efirect cf vervticel 7, , ee, . yyy 7° vA we + Lea ‘ “f" ~ + : SF Ye and of diarvonal si.car reintorcansitjend the effect of cddisne al YW q ~ OR YA 4 *y, yorn, + pyr Aan ad , ry Oy 5 y.rn yn ye z) es CONOL cr Wu cs. uO vale eae te Jato 1°. iil dma dey .& cc C ft e in this s2ries of tests 81x beans were made ard tested,three waving vertical and trree having dieasonal siear reinteurce.uent. ny Iris revort will contain a description of the materiuls uscd, a tee method of mexirzg and testins tre beans tormether with tre data end the curves cutained from tris data.Tre conclusions reached ere in general based in a comnarative study of the curves, This revort is not intended to be an exhaustive report on this subject, but it is honed that it will be cf some value in itself and that it will lead to a more comrlete series of tests &lone tris line. I wish to take this ovportunity to exnress mv thanks to Prof.V¥.S.Hindnai of Orio State Universit» Tor his }elp and encourarenent in the prevaration of tnis thesis,also to Mr.o.u. Pococ! and Mr.K.A.B8o0rntracer for their careful work in t”e lanoratory and in working up the data obtained. Vv. Neilson, 102992 ——=_ wt ee In this series of tests, in all six beams were built and tested. Three of the beams were made with vertical shear reine forcement and three with diagonal reinforcement. In two 6f the beams pure water was used for moistening, in two some alcohol was added to the water and in the remaining two soap was added to the water, These beams were tested at intervals of 28 days as noted later in this report, with three of the beams this was continued for four tests and for the remaining three for only three tests, The beams Were made and tested in the cement and conorete laboratory of The Ohio State University, The concrete used in the beams on which the following tests were run was a 1:2:4 mix of Portland cement, Canada sand and river gravel. The cement was Atlas Portland cement. The sand was Canada sand and was obtained from the Franklin Builders Supply Co, The mechanical analysis curve of this sand is shown on Page 43 of this report and shows a very Well graded sand, The vidds when slightly shaken was found to be 37%, the weight per cu. ft. 118f, and the specific gravel 2.60, The gravel was river gravel and was also obtained from the Franklin Builders Supply Co. The mechanical analysis curve of the gravel is shown on Page 44 of this report, The vilods , slightly shaken, was 40%, the weight per cu, ft, was 91f#, and the specific gravity 2.42, The gravel was rather uniform in size and reasonably clean, The steel for the beams having the vertical shear rein= forcement was plain 3/4" square bars and 1/4" square bars obtained from The Columbus Mill and Mine Supply Co. , Columbus, Ohio, The steel used in the beams having the diagonal sheer réin- ewe! »~¢ . : « , . . vo o , » , : = : , . ‘ “ . he - . : . 2 we t . t s > ea ' ' s . . , C2 forcing was shop fabricated reinforcement as advertised by the Shop~fabricated Reinforcement Co. of Cleveland and was obtained from The Lakawana Steel Co., Cleveland, Ohio. The standard bar is a section essentially like Fig. 3, Page 46, which is a cross~ section of the bar used, The upper part of the section is con~ stant, Increased or decreased area is afforded by simply making the section deeper or shallower, The bar used as the auxiliary is practically a standard flat 1/4%x9/16" rolled however with knobs or corrugations on each edge. The fabrication is effected by placing a portion of the auxiliary flat within the trough and with a bull-dozer or similar machine compressing the wings of the min bar gripping the knobs practically riveting the auxiliary bar to the main bar as shown in Big. 4. The bars used were those listed as 1-1/8" S, F. R., and are equivalent in area to 1-1/8" equare bars, For convenience in designating them the beams were mmbered 1, 2, 3, 4, 5 and 6 in the order in which they were built, All beams were 13 fect long, 34 inches deep and 8 inches wide, Beams 1 and 4 pure water was used in mixing the concrete, In beams 3 and 5 alcohol was added to the water. In beams 3 and 6 soap was added to the water. For beams 1, 3 and 3, the horizontal reinforcement was 33/4" square bars, and the vertical reinforcement was 22 stirrups of 1/4" square rods arranged as shown in Fig. 1, Paze 49 The stirrups were made from 5° rods and were bent to forma stirrup 28" high and 6" wide, and lapped 4" at the top; these stirrups were securely wired to the longitudinal steel and also the ends were wired together, For beams 4, 5 and 6, the shear bare were alteady attach... wed | the two sets together with small spacers between to hold them in their proper positions. For arrangement of reinforcing see Fig. 3, Page 49, The reinforcing being wired securely together it was then set in forms. The bottom of the form was a 1/4" plate, the sides were of 13% 20,5# standard channels clamped together and bolted to the plate and the ends were of 8* channels bolted to the side channels, making a form whose interior dimensions were 13 'x24"x8*, The steel was held at the proper height by emall wooden blocks placed in the bottom of the form fhe forms were previously thor- ougly oiled to prevent the concrete sticking to the forms, The concrete was mixed in a batch mixer of about 3 ou. ft. capacity built by The Jaeger Machine Co. of Columbus, 9. The mixer was driven by 1/2 H.P, induction motor, A photograph of the mixer and driving motor is shown on page 9%, A batch con= sisted of about 32 cu, ft. of gravel, 1 cu. ft. of sand and 50f of cement. About 8% of water was used, About half of the wa~ ter was placed in the mixer and then the stone, coment and sand added in the order named, while the mixing was being performed sufficient water was added to make the batch rather wet, his was done so that it would the more freely flow around the steel, In those beams in which alcohol was used 5% by weight of denatur- ed alcohel was added to the water just before mixing the concrete, In the beams made with soap 5% of Ivory soap was used, The soap was dissoved in hot water and then diluted to a 5% solution. The mixing required about two minutes, | The concrete was then shoveled into the forms and thorough ly speded and worked around the steel, As the filling of the ‘ . » ¢ , 79 . ra , . ~ . € ." om wv : ’ . + - - > » . 1 » : . w . . . e @ , . . . e - ‘ ‘- ° ‘ ’ . _" e - "y . ° > . _ . : t . : PP Tes, ' § : . ® . ‘ sO : * 6 . . soo . ” . . » ‘ ‘ . * . ‘. e : . 7 © , . ’ , * rs s . ‘ . e e q ‘ ” o ‘ “8 . . eo . * : . 7 . Pt ‘ . . c . . * . . . . ' . . . € . . . ’ " 4a * GY forms progressed small wodden plugs were placed between the steel and the forms at the points of which it was desired to take readings on the steel, Bearing plates were also em bedded in the concrete at the pointe at which the loade and reactions were to be placed, | The beams were allowed to remain in the forms about 48 hours when the forms were removed and the plugs taken out. The arrangement of the appartus for testing the beams is shown on Plate 1, Page 95, At the right of the photograph is shown a Riehle testing machine, this machine was used as a soale to weigh the reaction at one end of the beam, At the other end the beam was set on a jack as shown, Both ends of the beam rest~ ed on rollers, An 8" I=beam was placed on rollers, which were placed 3° from the center of the bean. A 16" Iebeam was placed Crosewiee on this en a third roller over the center of the beam, The beams were held down in the center by 4 = 3" rods passing through plates across the top of the 15" I=beam and screwed into turn-buckles embedded in a large biock of conorete in the floor of the laboratory, An upward preseure was exerted on the one end of the beam by the jack thus applying the load through the bars and Iebeams to the third points of the beams. The reactions were placed 6" from the ends of the beam, In performing the tests a preliminary load of from 3000 to SO00¢ was applied in order to settle the beam on its bearings, Thies load was then removed and readings of the strainegages taken with zero load, The load was then applied and readinge taken at all of the points at intervals of 1000 and 2000#. The readings of the deformations were taken with two H. C. Berry Strain-Gages, w., For the readings on the shear bars we used an 8" gauge, and for the readings on the concrete in the top of the beam and the steel in the bottom we used another gauge set at 15*, On the beams with vertical bars readings were taken every second shear bar as shown by the small circles on the bars in Fig. 1, Page Ao, readings were also taken on the three bars in the bottom of the beam and at two points on the concrete on the top of the beam; the readings were taken on brass plugs set in plaster of paris in the conorete, On the beams with the dia+ gonal reinforcement readings were taken on all of the shear bars and on both of the bars in the bottom of the beam and at two points on the concrete on top, the points at which readings were taken are shown in Fig. 3, Page 49, When we obtained the 8* gauge it was found that the points were too short to reach the steel and it was necessary to have new points made that were longer. This decreased the ac- curacy of the gauge and necessitated a calibration of the gauge, The calibration of the gauge is shown on page Al of this re- port, In the following description of the tests of the various beams the letter used will have the following signi ficance:- Am The average of bars 1, 3, 23 and 24, B ~ The average of bars 3, 4, 21 and 32, D & The average of bars 5, 6, 19 and 320, E« the average of bars 7, 8, 17 amd 18, ¥ «= The average of bars 9, 10, 15 and 16. Ge The average of bare 13,12, 13 and 1é, Beam No. 1 was built Jamary 13, using vertical reinforcing and plain water for the mixing, First test was mde Feb. 9, age 28 days, The beam was loaded to 16000#, This gave a stress of about 68004 per sq. in. on the tension reinforcement and abow 280¢ per sq. in. on the conorete in compression, No apparent stress was thrown on the shear bars, Second test was made March 9 at the age of 57 days. The beam was loaded to 240008. This gave a stress of 13000# on the steel and 450# on the oonorete, the shear bars still showed no appreciable stress. fhe third test was made April 5, at the age of 84 days, The beam was loaded to 40000F, This gave a stress of 19500# on the steel and 1050@ on the concrete, Very small shear and tension cracks be- gan to appear at about 38000#, At this load all of the shear bare excepting the end ones began to take a small amount of stress, The fourth test was made May 3, age 113 days, the beam was loaded be.destruetion,. The beam failed at 590008, the steel reached the @lastic limit at a load of 54000# and a stress of 37000# per sq. in,, the concrete failed in compression at 1700# per sq. ing At. the time of failure shear bars E and F were taking considerable etress, a} se . a i ‘ s ’ « . * 7 - . ~ . ¢ . . . . ~ ‘ é ° ° . “7 w* 7 - . s 1 ° - . » ¢ - = . - * * . . . . - | . \ oi _. ° a ‘ * . A : ° - ‘ . . > ¢ “| . ‘ ' ° . ’ ' ‘ : ‘ - , : 1 - . . ? e s “ « . ' te » - e . yf . . , 4 ‘ , ! : af . oe . - te . . - . a . . ‘ . os “eo o “\ “~ . ‘” a wy bop - ’ ~ + é » ~ ~e . . \ we . - . 4 * . Lome so - oe 8 . t : ‘ Cad a ' . ' 1 . - ¢ » ‘ oo. - . ' | ’ e Beam Wo, 3, was built January 15, using vertical reinforcing and a 54% solution ofalcohol, the first test was made Feb, 12, load 16000#, strese in steel 3000¢ per sq. in. in the conorete 400%, # No Appreociable stress in the shear bars, The second test was made March 11, load was 24000#, stress in the steel 8000F in the concrete 500F per sq. in.. The shear bars showed no appre Ciable stress, the third test was made April 8, the load was 40000#, stress in the steel 23500F and the conorete 950# per sq. in. Some small tension cracks began to appear. With the exe deption of E the shear bars showed no stress, The fourth test was made May 6, The beam was loaded to destruction, The beam failed in tension at bars 13 and 14 at the load 57000#. 6mall tension cracks appeared at 38000¢ load, aleo shear crakcs began to appear between 16 and 18 and alee acrose bare 7 and 8, At 56000# a large tension orack opened at 13 and 14, #£=None of the shear bars excepting #E showed any appreciable stress. Beam No 3 was built Jamary 19, vertical reinforcement, 64 soap solution, he first test was made Feb. 16, load 16000¥, stress in steel G000#, in conorete 400#, Shear bars took no stress, The second test was made March 15, age 56 days, load 24000¥, stress in steel 12000#, in the conorete %50# yer sq. in, Shear bars showed no stress, The third test was nade April 12, age 84 days, load40000#, Strese in steel 26000%, and in the con- orete 1250#, Very prominent shear and tension cracks appeared | at thie load, Shear bare D and E show a small azount of stress. The fourth test was run Mey 10, The beam was loaded to destruce tion. The beam failed in shear acrose bars 5 and 6 at a load of 53000f, Stress developed in the steel was about 37000# and . i. os t. “.e eo wa, ‘ ., s s + . ‘ -~ o: . as ‘ ‘ . ' . - wr o . oe . Fi wt . Y . oe - » . as * “ . x s . a ¢ 1 ° t °. . : . ’ . . - Coo re. 7S e a . . ™ fog Cy - . . . . -* . . -. el - . . . - - “ ? 7} , te. * - . ° ’ - .. : : ; - : . . e cf . wv a bey » o” ~ ‘ e . . ‘ a e . ° ¢ . » \ ° se e . : : ‘ ‘ ‘ 4 - ‘ . . ‘ . rae 1 . . - ° ’ * . ? * . 5 ad 2 . s . . r . ’ _ - . ¥ + ~ cd - ‘ . > : - : . . - . about 1600# in the concrete, The series of bars D and E were found to be taking from 12000 to 15000# per sq. in., the etress in bare 5 and 6, and 7 and 8 was probably about double that for the average or about 35000# per eq. in. Plate II shows the beam after failure, Beam No. 4 was built Feb. 8, Diagonal reinforcement was weed and pure water was used for the mixing. The first test was made March 7, Load 3000#, stress developed in the steel was about 7500¢, and in the conorete 350#, All of the shear bars with the exception of the end bars showed from 500 to 1500@ stress per sq. in, at 16000#. ‘The second test was made April 4, The beam was loaded to 32000%, stress in the steel was 15000#%, and in the concrete 900¢ per sq, in, The shear bare showed from 2000 to S000 stress per sq. in., the higher stresses being on those bap just outside of the load. The third test was made May 32. The beam was loaded to destruction, The beam failed in compression in the concrete at 76000#, The steel reached the elastic limit at about 63000# and a unit stress of about 31000#, The concrete began to fail at a load of 66000F and a unit stress of about 2100#, Very find tension and shear cracke began to deveipp at about 40000#, Shear bars E,. F. and G showed very large stresses varying from 30000 to 40000# per eq. in. The remaining bars took comparative- little stress. Beam No, 5 was built Feb. 11, diagonal reinforcement, 5&4 alcohol solution. The first teet was made March 10 > age 24 days, the load applied was 16000¢, stress in steel 7500¥, and in the concrete 650#, The shear bare took only a emell amount of strese, The second test was April 7, age 56 days, The load applied was 340008, stress developed in the steel 17 500¢ per sq. in., and in the conorete 1100$, The shear bare took from 3000 to 6000 i) a e* a* stress per sq. in., those just outside of the load taking the larger amount of the etress, The third test was made May 5, age 84 days. The beam was loaded to destruction. The beam failed at a load of 80000#, The steel reached the elastic limit of a load of 65000# and a unit stress of 3G000F, the concrete began to deform very rapidly at a load of about 67000 and a unit stress of about 2200#, Bare B and E showed very large stresses funning up to 50000# per aq, in. the remainder of the bare showed stresses from 10000 to 300004 per sq. in. 98Small tension cracks began to Qppear at about 42000¢ load. Beam No. 6 was built Feb. 15, diagonal reinforcement, soap solution, The first test was made March 14, age 28 days. A load of 16000# was applied this produced a etress of 8000F per 8q. in, in the steel and about S00# per sq. in. in the concrete, The shear bare appeared to take no stress at all, The second test was made April 11, age 56 days. A load of 350004 was ap~ plied, which produced a stress of 18000¢ per sq, in. in the steel and 1150@ per sq. in. in the conorete, The stresses in the shear bare was the greatest in E and decreased toward the end and to= ward the center. Stress in E was about 8000# per sq. in. the third test on this beam was made May 9, age 84 days. The beam Was loaded to destruction, and failed by compression in the con- crete at a load of 64000#, The steel reached its elastic limit at a load of S50000$ and a unit stress of about 87000%, The con- crete suddenly gave way at a load of about 60000# and a unit stress of 3560#, the stress varied from E toward the end and toward the center » E showed a strese of 36000¢ per sq. in. a ‘ « a * ~/ » . . ‘ - . . - e Je > ‘ . - . . oo . . e . . ° , e , : “oon . - . e . - . ’ ° . . . wt . ae s . ~ ~ a . oe . . . . - ° - s . v ° - ‘ ‘ . r 4 ‘ - ww . ws e 4 . ’ \ + a . oe . wv « o- + * . . es . * « - . . ' e ' . . . oy . . . . . . ‘ . . a o. ° -” ‘ vy eS ” . . . . . - : “ = ' « . ‘St . . s . . “4 ~“ - . * : . a . . c ' ~~ ‘ .. - 4 ‘ . a . ’ - ' . 1 . -_ 4 . - ‘ 4 ‘ - , ¢ ’ ‘ ~ 4 . . . * 1 ” 7 = . . . . e t ’ ws ' . ° e . . . ~ ' . w . . . . 3 - . . : . 4 e \ Zé . ‘ . , . 1 Ne , . . . . . . . ‘ ‘ * ¢ v - : . e . wv * « - . - @ . wos . . « ‘ . . o es : . o . . . : o’ . . ' 2 ° - ‘ » ' ‘ a > . a , : o? . . . . 1i The end bara took very little stress, Shear cracks appeared a~ cross 17, 18 and 8 at 36000#, tension cracks appeared at about 34000#. For further detaile of the behavior of the beame dur= ing the tests see the curve sheets following in a later part of this report. For variations in the deformations tf the separ~ ate bars see the data sheets following. These sheets are a copy of the original readings taken during the teste, A de~ crease in the readings denotes an elongation and an inorease in the readins denotes a compression, a METHOD OF COMPUTATION, For the steel in the bottom of the beam and the concrete on the top the differences in the successive readings were averas- ed and these averages added sucessively to obtain the total diff erence in readings, These total differences were then mitiplied by 0.0002, the value in inches of one division of the 15" gauge, this gives then the total deformation in 15", to obtain the unit deformations, these total deformations were then divided by 15. For convenience in recording and computations the shear bars were numbered as shown on Figs. 1 and 3, page 45, from 1 to 34 the even numbers being on one side and the odd numbers on the other. In making the computations the bars having the same relat~ ive positions were grouped together and averaged, for examplet« i and 3, and 325 and 34 being the extreme end bars were grouped toget her, The computations were carried out in the same manner as described above for the horizontal steel and the concrete, ex- cept for the different values of one division of the gauge and the length of the gauge. onee (SRNR SOheW ee na tucsae Boannaes © SUse Pee ew punean SRceanen agnas aeeemees WaSeenun These ever BEN ROPER SE SETKORSES CLANS SRewe hesssanene BEGG ROEDK OP SUSRM SEY CesM SRR NOE Re agaeeoecseeg coeeesaue BeRZR nee sescusag teens as Pitti tt tri Tit Tet SPSSES Seeee hare GR SGSh aR NUROs daNen any [2 UGSES EO Se Aa SSecnans. Taheo8 ow! ceeeR een BapSceRasanan Rat CRNA ee eo aoe Poe see SUS PERS SARs eh aa See Cees essere one 220 ROK SOSA ROSA RSE RO REZ EASEP OTH RG Re REE Oe ee See SHRHa Ceees See Be eee Sand one naens ceay man ew a0 Skee pe mie SUSs ee raueeaek ee SEREESE FTAs Meee masa ees enreraacvra: cauuss Shaner me ‘Hace vRawD BSSFGRoo + 4aRe Pusnee ® Eteceenc Guuutaguazas S52 C0600 SBGRE Bet UE EP i ee wanna uae 2 SEGRE WT URS Pa Re SSanee re SOSnee aD SEG2e hone a aan ™ TJ StmRRe nates eo Tee ee = Bau fuse SusaAn Gass eB: 3 AUGS RAZHR doe BSP ORG SSAseEDS Mb Ca0Se Ine foes 22eRRED Ceieauesesasezae ahecen » ’ a 4 «sa * BES Sesne Shee 2suxcsaaues L aw i ' CR ae 5 a w a c * ai eeeer oe Ll) ae w a OS bs Ot oe jacenee ekeren icasae = Sane eawun esnun ke Sour eangs dagaaam Caan RaeS Aw x IrAae aon tauze 4 CUSED UBEEL Pore seiedanaue Pee ee ap aRaceRe FOS CNAME STRSTR REST ETE. misner Breoams oo Gms $ognhan TRS CORRE SEAR & a (Setabansss an (20 CDRBERSE OS: fqnmocseans asi cneaaeen s = = 2 ® 2 pAb SLEeR eae ‘ Revoeks twanue SOSSSSh cer Ress (ar Rvarnazuy C oR CREM RR euM DONG Soe S605 ONSRS Ser Ree Puv SUERe epKusES ceasup Senasne geen enecy SURE Ne SSA SESH ERARR PCE SS AU UASRCaMn tS CCERCCEEMe me nas aeMe REAKRNASTOk FOS LESEE TS SOEHRaW SRS OBESE HSAs eR SEM EETESRE DEN RODSL PORBRRTEHS BEAR EeOeL SARs SEIN eeeur Rae: L BEBEE ACER BeekeuGeeur.S ARSEUSAWESR RE u = = = z 2 a a ro = a ri s a a a s & R ww a es a e 8 2 SECO Ree eoewe see euguaen Re anes ae ageae Stcava wunee Rass eeoneewee e a 25 FUSER SENPSTRSCEGDATH FEpoR DURavo aeeae weneE aeene eaGue euraue RAKERE GS CEE OR BREMEN AVE TERS EL ann CRATE eee Cee BURN EKesa re SuZAGSeeteU pi abelliebaddeeaese Sanaa Pune ennae Vy of ed Ae ho (aon Vad aa a“ Senc S77 a ; . ie? a) 9 ° a) Fata Sd yet ait Le 1. wg Ae ald code ae a peas Pe a aad ; csaunse mages ci BREE bescit SeBRs eae muer caaee Senge suse WERE eaees ESUBR Gee NG Ee ane SESLnEE ETHIER Se Gr exran si as Gene ceieresiitaniee SESESEHIEESEEEE: i HH tH RES SSURA PAROS ee eae eee SSESRSSeeRD ash wi He KUSS RSE RASNE Ree sen fe ira Resses s a z & a = ® _ aR Rueeraueasener, SRRNNY BENET SEE 4B sacrum ae SSURSRE BD a auGad Ene aaeeme aanaee ERRERbanRes meu ag' hee a2as' Sour SEC BEY COMERER BORG S82 Seen ow Secsacnesae wee esnae oe KOBeS Oe w L UENOG See = a a e 2 oe = eeeten. “¥oe SEHK0RRSRS REeRD Se beSarenews bs ba + an @haea saree SGsue ee5n. ~ eUSse rove Sub. ‘Eeeeee. Se 0aN ae eee « 8 s a ® g 2UAS RRAUK TOA eDee se a searrance SI sRCNAERO |) me ane noebe ome ff SSOP aaeees Prove nee ea” Eee SES RER ADeen *GESSRMD _ < SRG sees AUSBee eed GaeRe Se SSEVAGR “VOGT PUSKe.~ Sew aeneantve ASReS ee veresone SSeS eReteasuee SB CASSN NESE VEXeE BBE SRB eh 4 eo SORa8 saHhs, SNGSGEREAG RoCSREGERE RNa? surera FEST RECAE CSRS ATREA RRS ABO Wo AS00E See Fah. TSERRS. APT re QSRE Reha: COP EE Ss Aven eos ee Suseneeer CRU SACls SENN R ASS aware BJ SOURD SACS! SAAN T ERAN OGSRVE Ses PGRse wBoe BESS aGuRs eens Ss Be BUSSE ESRSS COSTE RRORS FOERE Cee os BURN Ree Bane Ki BK SGEUT CARES Bw e au? <7 opus PRUUOBROBE SESE BALSB RAGES OUND AREees Gow EL eee RSE? VOEDaeRe Op UR ceed. sana ewe. eerie % aa SUGERNEKA ARENAS Se RAMMr oe zawEs SGRORHSVAARE SE WARK a cena Ee FSIS RRRS oe RRA OHH NCU SER REN Re Ae EENGZAe een RD a caneeeapeans. ozasaaats BS>v “tere gr & a SES Fe custaBes Gees Wd NGSURRSERd Daaw mma savawe ener 2nt oeeee ReneS = SACHEE Re 3.98 Sepereupe Qeans s Suunene ae SCRSUTERUSUEHTWR cay . ap cagucmeusecucesensar i 8 a eecun Geugsens aE eReeR SEZ Wager ¢ CUS Maa wacsene uXHR ER BEE aa Opens cen « 4 Ao 1h wORwH EE a nue SRR EGR aS cues coum + Srowems CSSuuauaeoasnan® ® cecke a a teansanse Roane $1 mms NSS URN ERE DE n 2 ‘ ane a2 ROARS RBEe ARSE RR mene . RUDASGEUERE. “oO Rae Sexe aeoe ae oa eee Des sanauet semua we {COROT UeRD eRe Ose FOR REROTAERSEABCRRNGaRe EEE Oe sa aeunan . a e¥ochsueeeav BO Vn QUacaannse CERRO TH SNe a Oaren We. WIRSTERe US ay Bauperaeene Ses eeEDe wena asusuee RMR RET em Koa @eeenevasanwasn ae SSceeancuns acem cAuRSHEONS Saawe Ree SCRRRe DAN ore an eusanee 20 Usa eauanes cecee RS AueRE sua zone fn Sake hee 4 eso nes naacenancs deaus weds 3 q , ieaKeaRaae SSR RSRRE Ss Os Nee ’ enme C syedecnana at BaGk Beast sans maxaceaeee SOSASLEeesvagON eae sm Sae2G0 90080 CaaRneK RTE oe ‘Goaneeua~ame ) cveceeeee SSaau nh! SaReEs0 | Sane eR oni eee =e — a SUPA OT SEN SABE Pa SER ec @RAPeOIs VET tnaee 2ueer Soseceus pew a AROsRBISs & auneueneous WS ORGAO VER? AETHER Se Seee s SReBR EP RES OBER era aaa a Oi aspaeeRey seo RSET 2 Baaderee eaakade fryer tetera ta ~- eR Re a Ic aU RV EGR UCR SAME TE» Sat aenaarcuas ei STEERS AHEM PV TRP SS C0 SFU RHE TEA DERN ASEH AS Bw VRARS 220 DUECRR ONE HS SHEER Te "Sranee. - Ges SAunad Be Ons Fer sss! RWe RE EUS SAREE PERN ROR DE ERS MOFRUSEBRWT REA eA eReEV Se 26 ueransae amar eens GT6GRREdses KRED orecuse 24 indies sees Soames Beas AvBGE THRU SRIRAM MSCS M Oe PR SUABOSEGE OE Oe s Saere SOGGS ARKH Ch RSS MA wT USURESCH IHCESIEREs Bae Useeeenekas gusae A+ SHO ETESTRRENR CATR asec canes 2 E ° a nae SYN AR EMD CeMSUARAPABAOCH SASS Te POLE TTOSS OFMFS COTTE EASeR ee SRGnGGUENEG CORKS ARN AT 7. a: Saegese a ceeaes De #nee6 PEP ZT HRMDE PESTA eRGOe BS Sanne ewameLe 2 san wen aeeRe ne BER RASRI PANN e moa SD eteatea Ocpeasaevs pans e u 2 an ” a 8 a a % " n * u Re eawe a J 2 aa s a a m a w a a a! 5 Suu ecnaAuaeaan an juas conasauuss suenees nao e WUE RDEENAPERE DE RES 5 ESS STENT BEET URES au RuSay CxaeR IAN IE zr ue Beer scabs Gueen Socee ano RUBGerH Nn HAaR RARE eR Gene ZAR savacunacune' SSERRcRe SYRSSE OBERT AW A euay Abt sage s & « s s » . 2 2 s “ a e e ® Mera RACGEE SERRE H A EHS BBena ee sad Be Zee aus nae ee we PERS @2hetesacnn PRP URE Pee EI RRR send seas Seuus = a a = = a a am a8 ~ rwenuas Saenasen Keer suuer Ac RUE BE ON SDE PT aa eee a ES NSKNE RPRSA RARE ims PUES RSEwS BORK USP oes BE RARE T SERS 2 Joc nseeo URES EER SOURSSeTReEES B2 ash OHORMANTOY SEBRK GW auuennn s + JX SOS te saaeuse: geane aanwag! oe wan susus e a 7 aeaenmes a neae panues oa oe ame uaa oan BERR RSOSe SRAes OP ere Cease eonhseeee RODE RSTRe SPEOPOSREe) Shee eeRA HOSMTCRMS CATER CASTE RUAN EA Ke BERS ae 2 Gerecauee a eee eee ane SRBeOs papas BuRxek nba fe aostued chen SGl0s GNSS HORS ERNS: OUREAS eee RBOUBESruns Pere ett ia BReawe 47.63 w. Mae Sew aezesneasy Pettit rt a SUA TESTER TSEE BRE oe Ne 40S Snr eRe ee qausnaes aeuuves nen aseee eeu secreareee BY Aue ata su SO. cman na anEoS ™ ere aa causes Eek s Re SeS OMNES ABRO e R BERRDERE 2 2upu RBRae Ro nb Raane CRGDSC Reams OR cnet sam SESSEeTE BUGS C eA 226 Cee SHE8 CSUR E Saersdacrees SSSESA UAE SAE BeSean ane rr tnsanas INSeGEee seegerEs = SUSSCHEAEAS BE RUePURSE ASOD ‘sees CEPT iit rrr GgePeane258 WEGoRscrane UsEar ERO SReee Renn SROna B ea Aesoe we ao ane cane SgnRuasoue aanes Shenae BEER GOSRe DORR RA ORS eRe Pee ue RRB Sasees Gunezae ae Pei titty tet re BOSERUBE SUSRESERKE SREP DGaees Be! aa BPRAUUS ERNE EOE AS ee aR ue an wi e = ry] GgeeSeC RhOGues See MSERE Msany eenae ME RSRRORE TEE GHROR ERASE SReoe SUCPSRAGEN SPOT RKGEES SHER REORe CRENS soe BUBOE SRUEe RERASRERGE RRRET REE S AAee sO eeee SEAT ESRSe PERPeee BERSORERSCSREaE aeuveee punsa senas HEnospeS secognecanecnaa: TAP RRS SARE RSH RK NORSY BE su 2 saueraeen aan aasanans ieeweraoea) ‘2 oveUR AREAS SeNSSK Re SRACHAAEA gaas SenBgeR veReueds Wanue Beane cz £2 AIRS GTRKT ERMA Re TES He DubasveRrouseessdsenar creas Titi eri rrr fSececansfexeanuame aneana' a8 sanpesus se eeen see ae pases 5) . a rans ae« asa san ane Ran a ace esensvaneee ene ecb esas eree SESo REVUE DSGE VeASs PETE ReRee AGS BEC ES BRAGG CHER COA BASED Be PeeS MAP PUES? GRATIN ARE SCRE Cee Dee Se ee ae ae eee eee anaee See eee denen SUSRETESS RUNES eRe @UAeSOnee ahvaeserad 5 SRARNBASAR ER Ree ee BERURMWAN RETRO VERSE none saees om EURSS SRE RATE eR SONS R2ES0 OSASs PORSE oe! Seoaees Aan cena ees eR Ueneeeseee Rauee uae Sass seer SER RARSE Reo e Cr ou Cees waves Bkeescr SOP eG EETe S ay RE ER Oe Oe coe Ee SE, SED OCLC ED Ui Rr celal So gee essen Sep y i 3 2 ena bs rae THE [ asece 129 e a Ras anana aus. saveexe GRBRSARSRUERRAeS SSAEESGE URE SE EOE SEB SRRRRGE BSERR ER anaes CoeeRe ABG3 CREST ERE ES Bees! peues an 2 as ezee) nae =e Rebs RePNs 20SKS AESES CHESS SEE CESSES Re RSSTSCHKS SHRSSHARSY SBE Ee SUR PUD ee we Gaeasea 99 PONSA BOCES Bese Ae ESenseurn wes auege . ease ions DNERoauaM goassnaanae SuUstarneesn EEESCOss SSE eee aus SUbGSREDES Koes! uses Eiascos To re a RNSocene oe OMNES w BAce A PeeeVEVES Hund CARER NSPEAETZAS RESET SAGE ADR REMUS SEED RGA BEERSE Wr" anNeweG pasesaes NEEEKES VanwcKnewy wo UEMAKeS au SEES ASEEG AER ePeEDER Se auensssapnoaunas BS CSUR SAAN Be: SShSRV EGE RESAUROEES COEF ASe Rae Se SS5G SOCK SURO SES ES BEDS e Rae feeehauree Squssee Geseakuens canaeeunns oe VaRBeaeess BA STREA ESE Rs auewae mesacenabeeeattcecd 2 on B2 eae un an it] Tt axa Ba 2REDSS PORES SURSGESSARe CHERT Ree MENEDAGSE RE OBAES LANES CNW SS BSS ASOT RNe Be RERSReU UA PUOPKEE ae ence ee ye eaeaeaese oe Dean oe Mare x= Susueu Sauk GeOSehssar aw \omme baeclaunesomeaunezen souu Guay CaN eee ROGGE BRRGRS ORGs ROGR AGH DEE R Banwo ac uansce : aur ' . e a on ws wae paana ae eenaneennae aauae (aS cee SHAMAAeRe CASH Se weanarxua ‘ eibccnsecausesesus J : Og SaSna vases names Bees: cane : S aos : ‘ . . . x 4 ® amemasen E L ® SGUFER ETERS RRORS BEA Ne BSReUSh Bees BONES ena e i REwES Do auectens Paves Furnes & ous eenen mane Pe eeeeerrerete tri tc SRRESOREREBNEEE ORER eee SEREGRGRERIMENE BD Beye WSeG8 RoUeoesRee CAdasr Ee rensaaks pew BGERaD AS 2eRRs RaDee 2dk eee e cannes s eu euaneee [ene ane FER ARGR SRS REO ER SROs Goons eaun BUSAN ABADS. Cans Souantsaucoeens auoamne | ameues Rnugacuns ReeBuseD aA SRE ED Bs APPR REE ENE ewe SASH AREER EEeeY SS ASHER Seas teseenuren cea eu BE xeRe s 2 Ane COMESHEtGG SSSROGCERSGREBS SUED CERer GRR kn CRRSEREUSE SESE ee EREDD RE RSGARESE SESSCONS ENS HARES ceasuuae->eps a OR BASUS PERAK ES AAS USAR See aun RoOmE EBS Mette tree er BEDS USES SORES CRSEE ERAS RUSH SEER CERES CEA: 2 Bes DERE OO Red ONSEN FAKE LOSES BEERS CRESS EEE af OU SEShe TUES SS ReY PETE K ENS SS SeRCs HCURe ESe Se otoee SORAA PORE EWEOR OPEN SUORUGd UONVGARWMS SSGCROSUENADOGENERAD WERWE NS Ea asens rapuaeerns ae eee eee ese peans na <= reaue SeGS25S ESS gecea gens sescsaue eewueL eneueseeues VECUBSoeRS 2c aseae oe an eseseen a e * a = s ® . s s ® s a au “ s > « 2 8 a a » a s saeeaue umes Rasen an eaues rae eae & Ghegene ua 2EeGBaR Ra Be EUSSSERSSSS _ ) Ps ek ee Fe PE a og eG BRGASTTR PSUR DAD ea uauaans, eoeee ecerseen 4 BReSenar SUSG) ROCCE BARES VPEUERER TEU aRESS tH ® Saa8 Faeares SGpetvun Guaeeee Try Ti sitll thelist tir rae {4 . ie Pre Cr es Senn oun ounces cucucomens ee SR RESenEe OsuRee ® @ © ® 2 a £ « s ce tags aeeoecuene cas SrpMeARa Seay 20s ueaoDeesaR 89 SANE SSSRE RSE E TESS ARECGESS POSEN STDS ORS Shes BERET wee ORF ORSER FERRE Hest OR Bes Bese ORR Seeusue sae SPSS SeSet SUES SeRes Se 22288 SGRROSRECSDGUREDEE Re Bee snee HH Sed (REBORN NS seReGeS ae SECS R ESR ueaee HORS BREUESHSSs OaeaAh HH SRUGE SESCCRRARS ROSEN SEER HONEA eR MOU HRSG SHCRK PORES ATES SUC EN eEe BOGS ReERE SOROR EES: Des CORPTESCCR PERTH Aenea Resse oSe G55 GERRY COERe CARRE Rehoe PeRKe EES a AUehensnat cenesene RGU AROS CRUE BSRSU REL EL ROeR Ree RSOsY REWER SSE Re Beeutaeinegee eaneeeeen Bae eee eet Suasseese Ee mage EsagcagnsD SRGuEeGeneeeDeES Sank saneey eee waeasan SRPU SEA PPRBE RES Gennes ReneS Ee SUNOS REESE ES: = i 20 BESGeswanuceurvaeaens asuaeny BARCEL RFRRV ENSUES SUS NEKAOee aheeeRES QURGy REUOTN seus Ceeeee SORMS CSET = Wb ESsesse SFlbus GE RERSO EERE S 4° 480 -d ORC” ROS RT Eee See Potitiiiee tt RODE ER SCORES ee SCRE TE RENT CUECEaERES wean. eter r = sek eCoRD Bene nesee EuRRREaRSeRS Seunt Rass =rau w a a @ am : 5 2 u 5 BE REBERUES gaseucnn ara CEST Anees cE SeeeCebas OSES aguusens SEER RUGee CURES OE cacuestseavegsuese es RRuRaRREES aan e SSECeaseeR Pere BShUURRR ARS Iksasasent one LL eae a3 Gune Poe eee GAS EOC TRE ee Rae 6 SRESPSESED CLAUS SERRE Kea Suge SRR DEES CRORE CORES ASeER’ Tee SESE Sa ae0 Pease eee SEe08 \euo OS. peoR FESR SEMDE SUuS autesuouRAnennan usacumes Eaeaxe eraue CESSCGS¢ ROGGSCEhOG TREES EE Ee [EX RP ERT ROSS RECRR eee BRWGS UFO EE SERES BBoe, Saunuose Adns camED eanage: CORA RUSSO SHRS = . ; = a asansen sue os ee cu Renee canes ees wemn Snask oun us BEGDURASGRKE CRAURRNS RADRV OT EE ASE ee Nee BUSES SeeFeTGeee Gass yw oa ® « 2 5 " ® = = = Baa 5 a a wa a = ” ® SSUaSR eer eeeweas SR QREDESGEan enuun ane : Esesseces Seas ReGen Genee aa & Sanasecaes sqrqaneenwe a a a = a a rr = a a Beeaneeas sus Ieee gpaeeucare a cerstscs seneaaes SSSGERR SHane REE se an ee ee am e ae aa au ag ae: rt ssrattiee eum REXaRAaRe SEs0 ekese ns NET aERnGeh Prestitttitt tts BS RR ESSEEees Hee sesaunenus euey as ss cure Seasnes wae2ns Sacepene Thi ASEG SUS x CC RPEGRCMOUS SUESS ROR COREE Be SUEREEET PERRS PUREE CASAS RFR SS ONSEN COE CESK OP Ges Pate es ee SS ASKER ERS DEVO RREPE REDE Oe SOSSEGBEDE SGuusEUUE GcURSCGCRe GNBESSKRERRARSESRER aseene te PSRTT RSENS C2TS8 PANS UNERE SENSE ROSE TASES Peewee fs SRAMS Syeus SERRE SUURE BENESS PrTir Trt tt 8 CaUSe Sans RSCSUSESKE EASES SRERY SESEE CR Sy WOES DESe CR EUR AROS EROeS SCORES SOSA DRONE PASE Ree SSeuge eee a Os ae ee Oe aauaroas: neswecen SaReeumur xe e cenns eavewpoan atwerscunene Rawmectewscerere SEE RAeRs Ragaees Sneweas a 2 1 Be PAR eHA ae puriiesitaiea: RS ROseBoeT BRB as eacune ar ’ BAGN CERNE SURG Oee ee Ree a6 SUOas eeeRs PARA e eS Sn OcRe0 SUOCCORUSS Roane SCGKE POOR Geo CRA e Oe SERRE See scat deeeecnees steer estes cee BEECH EERE CECE EEE EEE EEE LEER ESHER EH EEE EEE nas seas suabeuuaut sacceacaanSeuenemaas susnausenene ‘ SE REGUS POWER ECHERE RSS GAS SSUuGUEES EseRe Avacaanueeun Game eerseasaea Seoend Gecae Sunes Reon Rees MOREE SANSE Shae ae DERE KSORE GUSSET ARSE SCHERER SOs CRETE NAS CER ESE . Ssaan i ceacusnuesscues coaduscagersacsaced noes z 8 ue Sk SOROs CA ENERaeOe Ree mo CTI tir ee mus z i sancaneeeneanae SRURGS ONEES SUNS DEREK ides Hosotaseousnonsteset geet SSUGROsEmeResneesEes v : Suncneasentertsesr st atsazen Seuss Suns cuuss SSeeueenus Sneee sans EESE SESSNSS BSEBD ESSER SBEN Foy. 18 aie S| og Rt oe ~-, Ba > ~ee e td - 7 V9" No. 290-F. THE H: COLE CO., COLUMBUS OHID. Ey ee ee ele re ee ae |, 0 — eA ar - i pi . Part eee a eee | Soe a — + a a ee i re - a mae sn HH “a0 fonds ated pagent RBS Evaee Sane eR: 2 BSUS UTES ES AETRS RETR SS B 25ers GREECE eet ee sn ea en ea on as ae as fn ee sa a s aneaorocer Sassacaersaa Ses kRenhaD Usoes GesAReD #CURGES Boel mE Iti iti tri tats BS) Ue COONS SSEES PuRokaD S200 58ee8 voeR Bcbse seedees ibs peeeaceeeticerace Cxuussaue enscneueuue Pere eee eee rrr rTithitiis tries ii tiers SERA SERVE RORDE SERRE SEERT ERE SOD SGR5 ESHGHHSTHA OUSET AEE SS KeuaSS MBSE CHESS SRSHS RASS E REE COeeE RR MRE eSE Be Cee Uenen AaRsOeGRBRE Seca. un BR EOREHREPSK BeRRe BEE RG. Yess SC3Gu POORER URwesnavee BRaS SPNUS ARES BO5SRY OE EER SCOR ee eRD OnE: SAuak Rnee: SOnnd asRaRen 2OUEPE Pause SER8 hasoe RES ReeD seaan SESns BH WRSSREas Re es S5555 Sess Rees ee apes peee s Beet CeNGusags SeecssunUR neon Bees 25 ORNSTRMI OE RHEE Re eee #SRQRuRGRegpenZs ae OS URSRAWEREE Sas Busnes Senurugenednane seme TBRGuuGuESsaRrRGueuSG ches soaehwunea \cune SUSO50 Ueaes ote RGneDeWasenooeD eseE Reb RGORCRUEwE READE QUEST CHART HCRSS PERTK AER AS CESK RANEY PRR OAee ese CHEF CURE RRESS ENN OBARA CRESS SORTS RAR AS BROS Bee eR se neeusteene saees BES POUR SASMK COUR ASAS? CRRA ABUT BARE Y ROSES CSRS SSE eae oe evanse a eo ay . e SHDSSSEERR OKs wae: Seenaeane ae SSRRGenueGG caeeean & C0 SESNE SOEs Maes e Re oe nas RUCK Re Se SUaEne! gs CRMs SUSUR GASES TORE SRS SPREE neaseueeseaae UGE GENES Seas Re B eee ‘ OR GE VOSS RTORT CROSS CUPER CARRS CASEG SPSUTERHeR eRe : Saves sue SSSSERT PSOee Beer Bene SRUCRSRS CERES eR se Ee ea SR OMDBRREAE eR = = i 2 ef: S a IS ESGKS CURSO ee wi a SASRSSE5-~ ganun eee PaSTHRTTREP AD is = ® a 2) SSUSCAOERS COURS On oe CU Co BE SCARE NENSS NSE OER AS eee Sonegceacreneccncesesse SP 7 Sree eee cea BERT ERS ASnUeSRRGStGmwes eceen i BUSRSET PEERS keds cones ene E ES OU 2e CORGe CSESS BUEN ARE Ss ONS 22052 NEMSEESUSE GR ESSanNEr OUD au euezees 5 : : aan . ane F ASE SAREE ERAS SURESH ie USE SOON SRRERE CAR RR eB! wens oe ROU RPP EARRSME BRR Sask eee on BSUS PORSS Ress Os eeee pane Pee eee eee SRGRRSREPCE CHU K OOS Sy OAH ey RS TTR ESR RER EES PERE Ne eaeaense: SSRh RANSR OSSEA BESSS AAPL ESAS Pe SSN RE RUEBE AEST ONAN Bese ee I a - = a = a a a « neseameeda ’ as me Fe SSEnAeRe : BSS ESFG2 REFS RHESS ERA Reke osseeeesas ‘ ¢ Rr VECCo mae S GEG S2OC9 88 GERES HSER EB Ses oe = my, o32 5 ua ‘* 6 wee : = . : : oa = SF kueeeE noe s Ss 6useture SPEER esees ee Fy a Te a : 5 a i De arene _ ae Taree, / pe » . < 1 ee 7.0) 0 ee.) Pe eae es crete ee ey OUe ae Be sid ses pea See maa Eee i A) ee i — pie oF. _. ts ‘ = GPCRS fO GRPUWANYS tf S2SOME Yi PLA oz / zl 2: F an . 9 ; SP L0ay JO CF lo A Eta ne ae ig hae i & 3 ~ ee 2s ° ey add bs] ° —_ i. -- = i tm. -_ ~ ony =" Ze i RS Te ee nn Pa a a, a ee Sa, Ne ae AP, s,s i ee — eo . — —— — Sn mis » . : a h : dS OE a tee) ee, a Led aS so ? ee a eo, vt J a, Pe . Se aA. "ty > : - a . . a - - 7 ; "SPN SoH SO CGPUIOSOOCY L E47 SOLED AL Phe ert ee ov ? 4 so OL a has) Le ras ow ea HEHE ee Reuenccugcee B2ean tunan juseoveruunuses caneee me oe RAS SSREG UCASE MEEKER OK CBRE RES Es RA SO GFUCE URES KSC RE AUEES U eee Ee « GRSRESSERS CCUURBP RR) REBAR nsEEs AOR! SUESGOSER! UEECHEDENs REEeAeS: ieess if HT aescese Saneruanneenuaent em BRSEcUt Seavesne on eu nes fw aannous sannnans 2 FECES SARSR CSeas ee DawOnRRGne ceeaae GN EN SSUSHRRe Meee ceaebaenecnanoe . J ‘ TITS Aas oeeee : SGEVGS RSUSEGKESE Cee se0 wm Saedtusvanessmuetanma SEREX aD SE ReSEBAS G SU EDeeR eee Peer tr tt é Rene oeoe H Booed heres SSR RREE Se REeee Bees eee SaNeaneae os oS RS ERSS OSKSCESESS Skee eee ve ae SSSeCt Beas URE ERR DB GASRERS Rakes Sateeeees ASSENT CRSA ee PE RUseD Rene QE RCU BBEAREAR KE Oe CUS URE ASTRA CRED Oe rnOv Keawe See ® UCR eee oe “HE Ze PERANEN Se CHRER AEE Sneace SenaeeRGnnmenee SUeOK GH2SH PRES SaREE MEUee Peoes F RARER TTR OSES Wee URES Ree seeseaanne se BE SOe OSEE0 Beer eee Suaee saca meee Seaucteuga S¥SGROue Ree ORFF ERTSE RSENS ITED E MRESS ROKER ED 4 unee ENe Buseecsnnseas SUSeRCERs ese sunseaeausess SaSS5RUEn Saeee SCRE MERMERESGA EY RUSOREE ESE SESE GN Shs RSeEe ee Sa Ueae2 CUeGuSSHE R dusnaeue swoau eS SEESUSROeR BeeeeE See Sener ee ae mae eeee ce ine SRS ar seo a 2 8 z a a ® rrr - a 2 a paanaawuse SRG Rases new GE SUSSRORSR? RAST OROAS COREE ESTE EERE RPREEES GESOSRERE BERSRVREPS SSPE ESOS BREE PeRS ESCCUSERESSRRESK EUESESURRS ONSET ENRES BRAS CREE! RACUORRE ASeeTANEUEeoee SRESHRSA RaSeR Rou EE SESS " SSR0A5 DEkGU See EUUSGURS Chass ees ask an Rasuinad Peet ee eee eee SOSeuEseoRn WOe SESE8 SEbS6 SEESs REERd NEARS Ses o6 cHNes anaes Seven ssana £ LSGSR PSUR CEvEs AS Sa) 22 SESUREEOES HERES SERES EeGoU NESS werease r aa scaeuan [SUSSSCCNESSU SOGENGN (Ca MORES GnMee w BEShH Me CONS ORE PER Re ee acne en Sabuet SRSRUROEE SARETES (Se SUR eee " BERRY ABS FOEREREEES Sars: [Ree SOUR ROSES BGNS5 HESS CRORE CURES ORAS eRe Re RAGE SANS R ASRS CA PR Ragssesue SSA0 RSENS FEN SS Cees Cee ABRUSRUERS Skee w2REUE CK eR EERE eae SPSseeAnetzawoeSs wayvaneene WUGTReaneee a PAUSGGSENnG CORSE SOW Roe ee B tH REG RAGED USSU CESSES EEE: SRRURE BRERS PERS BV RRe 12 Senee super panel apne ntrtentahe Lane penton pope SGeeen Seeeunee Peet ete eee koeee Ba CHUCK ESMGG MSRRT ROS CRE Ce A 28S SSKHE Tee Suume 25RG CLOSE SPEER ORNS SESE DERee ee ee SE See ee on Soe e ee Hy : 7: ssvauewaeas : : x r 1 TTT S505 COSOSGReaS OSERE eee See ehencamses esusaes ‘ ; : . z Szaeena =" 4 9 ' > , aeueoues Seeeuaeane em TttT 2 ‘ " " ary 2 ” SUARERAL AERPE VSR EE ee qeecewes aan : 7. ck SHE RRERE AKDU RECER Ree age cerns aa RERUS SEONG CERES BRA ee Ces eee aenoee DSS SEROGRERnE Gee oe oe (Sn NEUSE SGCER SHEE SSSeaS wat SSSSES Sana aot G5 SERCS GUSES SRURT ERSEU AEROS Sees PSuEs BEES ARARS SaaS SES HU SERN 2 SESNS CSRS AU AES BSNS RES Se RSH AS ORES ERE SRNR RSEES Cee Ac SOK FEMME ROSES BUSEO COESS GERSSEROAE SEGRE SUaRe CRNEEMenee hans BU Cheeses RERSUUNEREOE OED Seen 86 FRANZ ONSeG ORRES SERRE SeOce Skee wes, S50 SHGENSUEGE SESESREGRS URES SERS Ben Nae eowe oe SS BSc KogseSeeas & RUGMEAn hueeene aes coe eu ri an oo ou pus ce Sunn. ; r tt Bee nee ; rc 5 Sh RKS46 RESTORES ee 7 usSee Seen Daeme wa SEGASeU8 e) UReEe eeene #204 GOREN MRE LENS SEE TE RUSRSUSVGER OUTER Eee OF RRC CNSERG BERS eR Oe SUSSHARS PSHET RECA tHERe " : y 5 MORSerus oerescueee one SUseeeenses Bescesn tT 2 PACHAY PSS CF Pees heeeEs Cee ER eR soa Roneune Sa ' cm Me Bon acuns chews Geene @ pam 5 " . : ' iaaseaapas ‘heue : ease t Sanceue (2 SCTE KSERES STE EM NE Hee Te 7 2 7 Fae SEASUSS MP ew Ress TERIA SSeS TwEwD BaD ae caees Ae 7 r SOnena CAeARGwose ese cones sacsesaesa See eee ee eee enans eee newness’ BGEENS CERES SRAOh RERAG HeGas haReeeeA ‘ pogeases Ree eanenae UTE cae J epuastere BERREGn ROMEO SRORS ERB ses BRRQKDS CE Tt acEnAS Ee e aos seb BE Seeedns RUNS EHUSTE ERE SS EES: sewecees! ne SESNETEA bese eetes NERS AaDEe Kee eb eeNee ; : : > See : 088 as (Now acien? ace eae ASuadMREL Coenanawasacenas nanannecs ae a SEebe Saree as moa ere@at SESEVDALTOhACA RORAS CAN SoH SeP rae? CARON NOASS MUSA ORCED BES DED Ven eehr aoe Sane CaP CRT HEN ae BRA MGs eHOeUOSeM eRe cenenese eueuaneu SREGQUSE S8e4K RoeR & ry n a a = a " z 7 e 2 e = 2 z 5 ti « s a a = 3 z 8 a « a “ a a a a « SSRPECRRES ORS Sasgeausers AGKEBD 404 PEER E28 =” 228 cae BN we. e5a5 ane eta . Sere eanuusn SEREARA aneCER Shaareae Seomvuse ce GAORReE Bupeae Seevenunee ASP OSKIG eRe Powe a ARG Ree RRR SE SERSPCWURRUAEA (oSensae st ueaes x nemh gus secke segues ean DEM Ee ERBE S.enseve nee wears feoan B SHeVeweKa BU saR = ‘OA CANT CA RPMS CAS aan ous CSNY SSeSE CARERS *Caece cans scan ah are Baat SONR OBEN EE EOS as soune S8S@R GB4e ee ege RBEatovarawe Snusoueeautnensae pecenmctaesuoccaracuecaanct sens an ese BE eee ouse eeaune es Panenaces BReeaneauc Ge . ean Verne ees san 95 ULVId 96 II aLvId 9% III aLvild 174 438 ==—=o 3 03 174 4380 3 03 3 1293 03174 4380 HN) 380 IU | - o oO - =>>=o iN - 7 iii 174 4380 3 03 MICHIGAN STATE UNIVERSITY LIBRARIES inci” 3 1293 03 380 tM 174 Se 0S SSS SM =o = 3 1293 |