SCIENTIFIC ABSTRACT BOLCIC-WIKERHAUSER, J. - BOLDASOV, V.K.

• Document Type: CREST
• Collection: Scientific Abstracts
• Document Number (FOIA) /ESDN (CREST): CIA-RDP86-00513R000206110010-0
• Release Decision: RIF
• Original Classification: S
• Document Page Count: 100
• Document Creation Date: November 2, 2016
• Document Release Date: June 9, 2000
• Sequence Number: 10
• Publication Date: December 31, 1967
• Content Type: SCIENCEAB

BOLCIC-WIURMUSER, J. _
The problem of disinfection of anesthetic instruments.
Acta chir. Iugosl. 12 no.1:67-70 165.
1. Kirurska klinika Medicinskog fak-ulteta u Zagrebu
(Predstojnik prof. dr. D. Juzbasic).

RUNER, Ervin, dr.; BOLCIC-WIKERHAUSER Jagoda, dr.; HRANILOVIC, Boris, dr.
Management of reactions of the organism to aggression by general
praotitioners. Lijeon. vjeon. 86 no.12tI469-1475 D 1 64
1. Iz Traumatoloske bolnice i Kirurske klinike Medicinskog Fakul-
teta u Zagrebu.

BUCS, Bela
Frederick Wilhelm Serturner. the discoverer of morphine. Gyou8zereaz
9 no.12:221-223 I Doe 54.
(MWHINN, hist.
contribution of Serturner, Yrederick W.)
(BIOGRAPHIES
Serturner, Frederick W.)

, '; ~ i . I ~_ ~ - C al ~' M 0 A v i t ~ I -_ - -
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00

00 MA Of fUMn derivatives. Gyula IkArs.

0o .132.763,May]6,1944. Fur;%n,furfuMI-.(b'YdMxy-
hyi)furfund. methyllwfuryl a1c., twhyffuran. or di-
00 1 metity1fam, or mists. of then are treated with It at
IWSIWO maw " itto. p Uwe in the W"We of
coulysts cwt-- ML QS. 34% at Jk 9 Ole " cbWa is to

zat, be bYlirrfensted. For hydrogenating the furan nucfru~
INMUM abow 80 atm. sbatild be applied. The (cuip.

should be above 230
Ud Ire used. Examp1m:
(1) Furfural and H 0m= rtoWegnated with nict4k
00 NJ In the prlwace of steam under 2atm. "qurc at I?w
0001
I go, save a
Pur
M
t mist. of furfdr)l ate. and filethyllutun. (1)
h
ll
di
h

o0 a' e
treat In t
n drails or
met
Y
y1furan or their tniiii,
he presence ofeatAystsonnif. *%I,Ctl,or NJ.),
: tinder W-M atm. prmure at 100-AW with It save tvini-
h hydrofuranderivs.higo-87cyleid. (3)FjlrfuraI,mcthyj_
furan. aad dimethyffuran treated with 11 at 260-N)' In the
PrewAve of steAfn and purnice withollt catalystli ive
f
uran.
&So.& ALTALLW~CICAL LIMAIU41 UA&SIMAUCIO
0 U ':(v It (I It 11 01 j( K a it a it it tt it i
66.6604660600060000004
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I ogan. Hung. 133,725, Nov.
411 SUIrAF% 14 MIKM M-414 lite
,VnAtCd In the JWMUM Of %all% 14 111CW6. (11 A 141 migair
,oln. olviained In the sumharifik-Atkoi of w(xxl (vellulmei is
mixed witb 1% AdClj and fitiely dilicriarit jtctmit It 6
led thrmgb the soln. at Ill)'. the njist. in ttw tocantinte
twing Irradiated witli ulti-aviolet raV%. Eventnally Ow
K" .1ioutil 060 contain 0.1"; Cl. nad
'elti-c ate fortned lit yielil% almtv~ IN14,; t1u,e &tie w1wi. ot
(Hillief wivik"I up it. fulfittal ot fluall (~.') J)"It,
tCXTAI"l *1141d is heated in 4 blililitlY Ri'M 111r.lillat Will) 0
1. 1 too to lwoduce a sola. conig. 1.531,*~ surar. I ~~ M faminitic
and 0.5% 11420,11 addr4l. and the mixt, kept A 110' willi
It Sa% at in omlicemurr of 3 -4 u1m. stim to in.tiatain lite
%w iginal water content oft lie -usar solu.
tit lite reactlimi the mixt. k neutralized. lite Ni lor-niate
filterw, and the, ".Itg. Inctityl '119A
1:t1~;.1ked up
furt her. n FinAir

F,OLCS$ Gy.
"Activated carbon in the service of the chemical industry." p. 500. (Tem-eszet e2
Technika, Vol. 112, no. 8. Aug 53, Budapest)
SO: Monthly List of East European Accessions. Vol 3 No 2 Library of Congress Feb 54 Uncl
I -

BAGSA, Sandor, dr.; BOLCS~ Marta, dr.
Bacteriologic examination of tracheo-bronchial secretion in
cases of lung surgery performed under anesthesia. Tuberkulozis
16 no.11:341-343 N 163.
1. A Debreceni Orvostudomanyi Egyetem The klinikaja koziemeTlye.
(TUBERCULOSIS, FULMONAM)
(SURGERY., OPERATIVE)
(ANESTHESIA, INTRATRACHEAL)
(TRACHEA) (BRONCHI)
(MYCOBACTERIUM TUBERCULOSIS)

BOLC,S,, ~4r,ta,_dr.; BACSA, Sandor, dr.
Bacteriologic examinations at our department of thoracic
surgery. Orv. hetil. 106 no-43:2033-2036 24 0 165.
1. Debreceni Orvostudomanyi Egyetem, Tbc Klinika (mb. igazgato:
Pongor, Ferenc, dr.), Laboratorium. (vezeto: Berencsi, Gyorgy, dr.)
es Sebeszeti Osztaly (vezeto; Schnitzler, Jozef, dr.).

BOLCS. Sandor
Therapy of congenital atresia of the lacrimal ducta. Szemenzat
96 no.3:137-140 S 159.
1. Budapostl Orvostudomwi Baetem Is oz. Oxemklinikajanak
(Igasgato: FAdnot Nagis sastemi tan", as orvostudorsmWok
doktors) koslosenys.
UACRML AWARLTUS abnorm.)

BOLOS, Sandor
C-
Conjunctival hemorrhagic lumphangiectasis. Szemeszet 97 no.4:
204-205 D 160.
1. Budapesti Orvostudomanyi Egyetem I. sz. Szemklinilcajanak
(Iga6,zgato- Radnot Magda egyetemi tanar, az orvostudomanyok
dokbora) koslemenye.
(COWUCTIVA dis)
(LYMPHATIC SYSTEM dis)

BOLCS, S444qr..
A case of flat sarcoma of the choroid. Szemeszet 100 no.4:239-
242 D 163.
1. Budapesti Orvostudomanyi Egyetem I. sz. Szemklinikajanak
(Igazgato: Radnot Magda egyetemi tanar) le6zlemenye.
A

RADNOT, Magda; BOWS, Sandor
(h intraocular epithelial proliferation. Szemesztet 101 no.2:
66-71 JeI64
1. A Ridapesti Orvostudomanyi Egyetem 1. sz. SzemkliniL-aja.
(Igazgato: Radnot, Magda, egyeteni tanar).

BOLGS, Sandor, dr.; MAW, Zoltan, dr.
Cortical blindness In toxemia. Orr. hetil. 106 not'2:79-80
Ja 10 165
1. Budapesti Orvostudmmayi EgyeLam, 1. Szeneszzetl KlInika es
KT. ker. Swlo es Nobeteg Korhazo

BOLCSEK, Gyorgy
Iabor proteotion in industrial geodemy. Good kart 13 no.3:200-203-
161.

BOLCSLK, Gyorgi
Organizational difficulties of geodetic work in industrial
investments. Geod kart 14 no.2:104-107 t0'2

WILSEK, Gyorgy
~ I - -
Mapping of underground wire system of industrial plants.
Musz elet 18 no.26:10 19 D 163.

BOLCSEK, Gyorgy, okleveles mernok
Characteristics of industrial geodetics. Geod kart 14 no.5:352-355
162.

BOLOSEK, Gyoigy
Field worka. Iluoz slat 19 no.8:4 9 Ap 164.

,1' -.0

BOLGSEK, Gyorgy, okleveles mernok (Budapest, Xi., Boeskai U. 40)
Settlement of industrial ph-L-Its. 1-hisz elet 19 no.241.6 19
N '64.

BOLCSEK, Gyorgy (Budapest, XI., Bocskai ut 40)
Innovation with a small error. Musz elet 20 no.5:6 11 Mr- 165.

BOLCSFOLDI, Tibor
Faczory organization and trade union tasks. Munka 11 no.5:30-31
MY 161.
1. Szakszervezetek Orozagoe Tanam munkaber antalyanak munkatarea.
(Hungary-Industrial organization)
(Hungax7~Trade unions)

BOLCSFOIDI,_Tibor.....
Experiences with the fixed wage rules 1961. Munka 12 no.l:
12-13 Ta 162.
l' Szakozervezetek Orazagos TFnacsa munkaber otiztalyanak munka-
;;Wsa.

BOLCUM-DI) Tibor
1". -
~.3 -
New m3es on MIIT'i-t; .1 1
I. Central C-o=cll of liunga,,-Jan -rad'e Un~ms,

FUNr3kRY
CSEH, Sandor, Dr, GASPAR, N, Zsuzsa, Dr, docents; Veterinary Medical
University, Obstetrical and Reproduction Biological Department and
Clinic (department chairman: essor) and
Department of Biology (department chairman: KEMMY, Armand, Dr, professor,
candidate of veterinary medicine) (Allatorvostudomanyi Egyetem Szuleszeti
as Szaporodasbiologiai Tanszek as Klinika as Elettani Tanszek).
"Citric Acid Secretion of the Genitalia in Female Cattle."
U
Budapest, EaRyar Allatorvosok Lapja, Vol 5, No 18, May 63, PP 198-201.
Abstract: [Authors' English summary modified] The citric acid concentra-
0
tion of the various genital organs was determined by paper chromatography
on samples taken from living and !slaughtered cattle. It was shown that
the citric acid secretion was continuous and independent of the serum
citric acid level. Highest secretion was found in the oviduct, with de-
creasing concentration in the uterus and cervix. The presence o" citrate
was also demonstrated in the ovarian follicle fluid, irrespective of
the phase of the cycle. The citrate content of the cervico-vaginal mucus
varies-~rith the phases of the cycle, missing durin.- estrus and appearing
during diestrus. Further investigations are called for to determine the
bause of this variation. 2 Hungarian, 8 Western references.
171

'fie 0111.01011111 briAlf.
F3, '1 .11 )0: ":: :~. (ilk 1) 1114 1") - "'jAt1:o1r ta) it-, 5-1 1111min
itrihii bv 1"0 -1,C)l C-Ako i I.; j.". I--,' 'i A 'i
IV i ii'vi. tW i a)(irizir. - Volyonitos-
tudomnn '057-c-m-10-77-F 1., )1, P9 20P AT)r'll 19A 7 f
4 tat~s-)
04.U
Thir. is the 'St' bridl (it 114%ory
T11 rjr whie-h the whole roppo. Anp. stm . re
has been ponstruotud-
--L rto-( f ;p reno ral -lay-out of the bridge
of-, he via rials.-Maed
-t6'~ do-, ou the
nti ~t
"T.
'a" - , - _7
helv~i' lei a f Die n- txcount
-Is rendered
6:nd,' on~' how the- ronplatod structure was lift-
the aesemblinr, of- portable sention..
ed into poultion by neans of pulliy-blocka. :-Th6 experiences gained ~n the
building or -the bridge praved that -t -:16 hot technial difficulties which hinder
themore widespread utilization of lirbt =#Ll st"atures, but the still pre-
valent bigh,prios which, in the first placet is ocnasioned by the costliness
~of the basic raterials.
wnr~~pW
i'g ='R! V'021 P

bipvd piers~ V-labu azeikesetak - by B. Boleskei.1 (Revieu of Cli
vil
Melyepitestudoxanyi Szezls~_' Vol -347, June
A2
"LO f gs.
J`N~-'pxhinples ar rran
e given on the general static a gement of the novel type
~Isis, Vhich, as rigid triangles,
act as lattice girders. Suggestions.
"do new t~,pe structure The cal,,ulation- of U
for-the design of t
hinged fra=66~with_brackets on V-Bhaped~piars tbd sta~ical network plan and moment
area of the, structure further'the determination -of the influence lines and of'
internal-.forces are described.. The
_p3Ay of,forces of the structure
possibilities for. V-shaped two-hinged frames uith brackets as well as the
influence lines of those frwwa are indicated for the different cases. T e
M
nt: a a of, a reinforced concrete 1 frame structure with two columns and can-
OMS re
_tAL P_"a 00
'vers'is compared to a moment an imaginary frame structure with V-piers
eSam
91 ' th e apan. From this the otiddcal advantages of V-shaped piers are deduced.
~.::Tlhe effect of the sbiftir~g of the point of support and of the deflections are also
dealt, ith'-- Th ointed out. Two exam-
w e economic and structural advantages aive p
ples'-illustrate the advantages offered by V-piers and finally these designs are
!'irnresti-,ated froyr. en aesthetio-point of~'.vlew'
a R~ Rz-1
or -ft

Vathe=ticil Revima
Val. 14
49, 7
Aukust, 1963
July
Meohaniosi;
~61 ~skeltSE, D61ormation des vo es minces. (a I ec 1.
/61 _ _T_ F It,-
i. thingar. 5, 489-506 (1952). (Russian swil.
ill the exlemionil or "nienibrane" theory of shells,
the
StIV55 restiltallts call often be determined indepodently d
the Thr latter then satisfy a certain syswan
-Iial differentiM equations. The author notices thi.,;
of pat
well-known will obviotis fact. The specific form of till equa-
G ill,, in a more getter. C(
al theory was obtain I in intrintic
VAMMlinatusby Loveiii hisoriginil piper[see, e.g., EInstivity,
141h ed., Cambridge, 1927, �329), and sc~eral authors have
given wnswial treatmen(s, valid in all coordinate systellim',.
'The z
authur at soute length derives the appropriate equatiotis
!ill rectilligillar Cartesiall coordillates. C. TrIlesd4j.

Hungarian Toolinical Abet-
va. 6 No.
1954
69. Precatf relafamd concrete bridge priwiwvs
- Elirelydrioll vasklon hidsteiketeleh -Vt, jI,*4(!,,w
(Scientific Review of Engineering -
Samt* - Vol. 3. 1933.,NO. 2, PP. 69-77, 10 119--0
Prefabrication is classified from different Points of
view and grouped according to .the inateriat of thc true.
'to of fabrication and the degree of prefabrica-
ture, the si
tion. Prefabricated bridge structures in Hungary are dis-
"ssed. The plans of seveml prestressed and precast girder
and partially prefabricated 'slab bridges are descrilva as.
well as the design of an approx- 2o in span bridg%: %vith.
postteusloned and prefabricated girders'. Other exanitile3'
relate tQ normally reinforced prefabricated struct~rcs`
and. these include a continuous girder bridge, a single;
girder pipeline frame bridge of the V-pler type and an
arch bridge with tic rod. The paper concludes with. a
dis"ion on the'treads and possibilities of prefabrica-,
tion. F. B.i

BO:ijr,Sj'VT, _r.
,71 ~ I
"St~-bilit .' of a Straight X-Ole Bar SusDended on Two Points", n. 433
(!-!El,-,:EPI--E3TUIDa-.~Al.:'y'j S7T_,l.'LS, J.,lol o. 3/9, `~u,./Sept. 1953,
Buclapest, Hungary).
SoiLrce: l'ontli-I
y Lis, o, East -k~uropean Accessions, IP,, Vol. 3, no. 5,
May

7~
W. iscitritific 41tvieu of Civil
Figs.)
111finfor
three rpilin groilip", from tho point. 01,viell '11 the desil"i
ans 112111e[ jo
hast Suited to thr, sparm For the group of ?41),
nivirrs awide range W stnirtuT4" tanl~e used such a-sbeams
on ivej %mopnits with or without cantilev=s, coutinilou%
ror bidgr3 with spuns 4,%er ~zi
Ir
'So LIVIII11tr
vI zlitictere has bean dcvOOPCd for bridg" heloilgiar ht
th the intennedinto Simip,-2c, In -15 niutrcs sp~in, the de~ii~!ii
irg rif -%ibich-gentrall J-.-,
y , zt; Jew;
-e,d 'hilt framed .5 ."All sk a ~ the
pro% - i trurNM xv, lqg~ ;'re
problem mo6t.adequately from a tvc)inical and ecolluslical
stindpoint.- Ftarnbd *tnicture,.q saciv kgs a4--urnv '01 '0
'p6shif~n bttwivi vinfinunus girdus and
Pol beirwi -ol
'Fonril Larches, the ilez), --'gcfir.X as c Wmv,j)4
girlicts, --.~Ioj:vthcr Nyith -thr slcvw lugs form a polygrin.11
arc)). Prmr sDil cn.-AfiaM Reveliffly grobibit the VNIJAC'),
TrieWl oflhi-,i tipt, 61 sI:ijrfi)rP but. if npplird, tbr w:e of
t--rcdi is iinavoidlib)c due. to Ilie consWerable horivintal
i~nst, Rxix-rience -shows Mat a -,wlrig -,f :.jIlb can he
Achirivri) with tb' t tbtrl)cture %S 10) thr
4MTIventiorlal typ~6.Mrprnul Iniftes pf Mmilar span. Thr
I~encW lorinulat for-design caiculatiumi are given as weil
rzeire nlian stnicture,

121) h*1
30~~ 12-J)s
lic. min;ir mrimenCor inertil of the C17041,
st'dioll of tile 1). inti-111111's (if vinsticitv
of illv be:1111, r. - the height of sils'llomibil above Ow
cv,pire of gnivily, I - tile leng1h ort.1w,heam, t~_
till, rehative dist:mev (if Ole points of 4,w,.-pcW;iolt
h-mll tile vild (il I he hi-am, ;11111 a, tile I-10,11.1-ve dis-
-AlinveliLtwali flict"Vo., From
-11illits - I- I- - -- -- --- .- - - -. - - I
lilt, IcInlionship it. is vVidtlli. that tlwt crilicalf NVIIII
k proporliollid to tile 1101'.111 (of 01V
Iminis (it -m~pew;iml al-ve th,,xontrv it( gruvily,
Furtlivimure. 1hol. n1rul-11,11 by
sitin. it v:m 1w.proml lb:iI Hit- critival I wid -stt 1,11 II.C
(1 )5 1~ Milt k. in the e-vithl,
11m N;illl till] vidol, ot 1) ..2',F
o[ ~m-lqiv 11 s,i4 Ol IItefir flit, 111111k

A-UN G~a
V2, Tim 11"llinhill Of Ille lartiol arell brldfle In 111111-
Widilyl Sfewle,
akei (,M k1jJP116Ml(r(;1
Vol. .1-",j 10, pp. - 119 -- 130, 1-1
of th~~ lw'gg - h
I ost bighway hritlgvs Mill. rvt%'ll
in linligary Is Ac:~Chbod. '111v ON.vr1ll lellgill (d 11~11
~Wllstrtlrlioil ix 170 Ili, 'JUliv wiildlo splii !,, it rk,
16 Igth folividIM oil J'twl'. to which
rvilifor&it cotterviv g1rders
orv:voitutictud from ImIll Sides. Thc mAide. (leals ill
and Studio% Conducted
ill NV valliOus Sti-I'les of CollAt ud Wll it., Avell as 11.4
Sinit, il't respvv't to joilt
Is [Intl vii
fill lli ht's into) illation on 111V 1110 hod of Emu I'miluml.
dvAgnill" aild Cri'dioll. The ulmstludit'li of tllv.)
bi idir:111 ~vaffoldill'~" Colillinhiliow, 1wrinining to!
tmliviv nifli it, flit- plon for ronerctim-, fillally;
111c av%liletic. projljk~l its ill-ki llim'lls:wd'

BOLC.c=.7, E.
"Plarninr.- tl,.e Greatest F LInvarlan Viaduct", P. 118,
, I /A-,, 101) 'L~Idape.94- y IT 1~
SZ11-1E, Vol. 4, -o- '3A, Iai-, J- . j
SO: "onthly List of East Eurorean Accessions, (EFAL), LC, Vol . 4,
170. i Jan. 10--)--, Uncl.
.1 . - - y

oo' Rcgulali=' In lespect to the dc5ign of
14LAICAeL
Val.

'41,13-433. T fit,"
-
- 4 -
0
----A-,Asjdy &f-tbe

Is, thai, the ~iiffcmmt lmld~;
reve a

t lifferent-Ootipiligs (advwkiivp
-an
d' 116 ~4#(s cifled.jai
ij.

Ll
OW,
W
Y!t
M
P

o _
_
_
iis "A Mi-lbt. 1-ol'RI-ility 0
., IF
*
-
'
;
h

L
4
'
i
c
J~~'
Amultw. Us MCI]- 'z
Tence rue on t
statisticaid_-tft~ -As amqult of thr al'ovc,
irorgv-2W. tjIpt of con-Asm
occasional loads and effems. The nintbr,! of
Mod previt-quilly, lbasted on ":010wablo, Atm~;~.~~:." -~;;vl ih~'.

Pc of ~'tfvty"
ro Tme.1.1t m4lwd OP'fit'
T
and a rewwracudation is mcuic fur ilit, fitrther dicvOw",
rnmt of the latter inethiod by the introduction of tfl_v
-"fRrto-, 6f dvstination". This vill permit ti!u Qnfl~M!11'
hation W regniatiom for bridgt~, bwl,',1v,- ui-nm'
line
,

7~
I..... 1059. Mini Ip
[in HUT191-1 no. 9, 3155-3770,
Aug. 19-05,
A110101. 0~-_ Apaciny o! th-- ,~ci~ntri.
eMly colnprencA bar in the gentrzil c Iwhen llooke'a Ivr is not
_d
for the maerial of tho o!bcr-.vL- "U,- 1mr, but the Ar"~
Simin lebition f - V(ir) ii , Own aL. singlr~-Vmluej. Further
Nflipw-na: Ile bar is el'all';'hi ana 1fwee P of ec-Centrip4l. C,
is pnmA.-] to its A:ds.- Unilar lo.3-r. -ing raparity zre under-
1, Im
sloo~d Pairs ilt yn~lii,3 -h,,t pan y ii. U,~e.ult~ ht6 sire_k%es C".
'te !,"
OJI )hi fm1pIt rumn iv inve5ti-
gateJ in iyJaell the cros3 settirin ol 0 -ay i%nAsts of two chfrd
plate3 of equalfile (Rydr?s rnodtl). 'I - e differential eciotion G!
tlm.floxaml Lqr wds isvelaUBhed wi~., uw rAition II-Oveen slen-
,j~IrDL~ri; rztji) Ok) wid ths, p- 11 21, f,,~w,,Inr vrfi~:,) OMP
arr d-wrmiuffl. Two v~nmjllvp -ire prt~_-nivd, Loth foi wo,~Ii,n
v-
barB. , Ili tL(-- first catttlim codulin of t1aFiv- Vj,* - 103 tlcjnl i~
th t 1,R, tth~. problem is zoh-rtd for tbe ca~_c t - j:,jo)
q tE, demun-strating n1se that in case oi tj 0 the lami-crim Ing
enpprity is pqtul to the D;i)t!yj&l, ~Jnl In llie ~rrond ex-
P, the Aoltj-
f6r 66 AwallEll cofidltion,~q in APOT11111161 IDb-ff ItWd-
-y-trig tb~u 1hcfirstErj;e~m-r burliling load, and vul~
st-antinIly loymi than that of Biller.
2~.3 -
Rr
1 "17 R,"- izM
U - -i
K? 13p,

7. Ulu t of sup,-ort calit"c' I y of r,.-essed 't.,lrs of
-V 17 C' 'A',;! S'
So: East,

lif, thenrefical dwterinulation oi .1-- !;111!! I-A
capacity of bars in C-01111)M~~11011 Is anal-r-'d Pa-min-,
!ht !milt Caplacit.y -11 tilt'
sNltv!~M-A .111,1 1 lmltcjlo~ "iCal reviet% ft, -'l- "I,
out tli~a Iulcr. En-
gtsser, KIMIJ!i. a:tL'
dur! had arrived -n resiill-~
~X
(-f
iO--- Th T
1-1~! r,~ -11, lcn!d
cozrqprv~~-d har Mi t hka IKI!iis (,I tilt hl"I -;I,
Tre, ung I, !:!II;!
:1 the problem ill. t ;.S I allt:Qr Ili
Oi the plastical bai in con),,-)rt:5xiun i~ -0:-, iv;u-
affvct-,~ 111- the proc-ess of loading:
an -cxplaq-
. ation fur the appzircllt colar-
th, rc ult. oi filvu!!tip~tlwn:~

A -a cit. Acaa. S H ii
it 15(1956) 19:75.
(R-assian, Frer;cJi and Gt-anart sw'llmain)
11c Iii-nit statte of streng-th of -, pin-supporled
4'"I"Jtct to axita forces appb'~S e-c-c-antriiall; M it:S F-Y'd, 1,
The bar is idealized to 67m, cuter
*ht~ load, cDnnvc~t-d by SITI)CIUT-id T
~IF2, uLL, no load, A pru�*7sg-air n lqwnvc~at the
-6h-knses 61 fhe concave
qng.,m
'Ah' k
Side or the rupture s~=
n 6'concave side. ! a elasfic-
PlaZAiC IlAw Jor urtia-