davidaulloa/AmericanStories huggingface dataset:
East Oregonian : E.O. (Pendleton, OR) 1888-current, 1911-02-08

State OF Ohio, City OF Toledo, Lucas
County-ss.
Frank J. Cheney make oath that he 10
senior partner Of the firm CT y. J. Cheney
Co, doing business In the City Of Toledo,
seunty and State Aforesaid, and that said
DOLLARS for each aud every case Of ca
tarrh that cannot be cured BY the use Of
Halls Catarrh Cure.
FRANK J. CHENEY.
Sworn to before me and subscribed In ny
presence, this 9th day Of Decepber, A. D.,
1884
tSeall A. W. GLEASON,
Notary Public.
Halls Catnrrh Cure Is taken internally,
and acts directly ON the blood and mucous
surfaces of the system. Send for testi-
nonials free
Sold BY all Druggists. To
East Oregonian : E.O. (Pendleton, OR) 1888-current, 1911-02-08
sheen Prices Shaded.

Sheep market prices are not prom
isinp at North Portland and recent
sales were made at reduction OF lOc
10 25c. There was another big run
of sheep and lambs in the yards DUR
ing the day. a total of l434 head be-
ing received compared with 1857 yes
terday and none week ago today.
Cattle are again being brought for-
ward from outside points. shipments
were unloaded this morning from Ne
vada as well as California, Idaho and
local points.
Market for cattle continues gooo
for best quality but packers are still
inclined to withhold favor from the
poorer stuff.
No hogs were received today and
the market continues nominal at the
reduction quoted exclusively by The
Journal yesterday.
Among the Shippers.
Cattle-H. B. Humprey. Reno, New.
four loads; August Grindstadt' Ga
zelle. Cal, five loads; c. II. Duncan
Weiser. Idaho two loads cattle and
calves; w. T.. Baker, Weiser, ldaho
one load cattle and calves: j. e. Rey'
nolds Condor, ore, two loads.
Sheep-T. r. Adams, Enterprise
Ore, one load: A. w. Baum, Gooding
Idaho, four loads; Thomas Seigal
Huntington, Ore, one load.
East Oregonian : E.O. (Pendleton, OR) 1888-current, 1911-02-08
ILLEGAL VOTERS ARE
ARRESTED IN SEATTLE

Seattle, Wash, Feb. IA number
of arrests for illegal voting marked
the heaviest poll in Seattle's history
in the recall election of Mayor Gill
today, In a number of downtown
wards the Dilling forces were COM
PEELED to ask the aid of the sheriff's
office to stop the alleged fraudulent
voting. They asserted the police re-
fused to aid
East Oregonian : E.O. (Pendleton, OR) 1888-current, 1911-02-08
OMAHA HOGS DIME LOWER.
Market Weak With Cattle Strong u
Dime Higher I'm the Yards.

South omaha, Feb. Cattle, 1900;
market strong to 10c higher. steers
s5.75G6.40: cows and heifers, $3.50 q
&. 40. stockers and feeders. $3.50 q
$50: bulls and stays, s4.O0 800.
Hogs, 1920; market weak to lOC
lower. Sales, s7.35 a. 1855.
Sheep. $500; market steady. Year
lings, s4.s5@5 500; wethers, $3.50 q
425: lambs, 1856 6.1o; ewes, s3.6S
@390
East Oregonian : E.O. (Pendleton, OR) 1888-current, 1911-02-08
CLOUD BURST PUTS CITY OF
MELBOURNE UNDER WATER

Melbourne, Australia, Feb. IA
part of this city is under four feet of
water. traffic is practically demoral-
lied and damage aggregating thou
sands of dollars haye been done as a
result of a terrific cloud burst late
yesterday.
East Oregonian : E.O. (Pendleton, OR) 1888-current, 1911-02-08
KIPLING WORRIED OVER
RECIPROCITY TREATY

Montreal Canada, Feb. 7.-Rud-
yard Kipling, in a personal letter re-
ceived here today from Switzerland,
writes: II am more worried than I
like to be about this Canadian
United States reciprocity game. 1t
seems like there is a whole battalion
of colored persons in the wood pile"
East Oregonian : E.O. (Pendleton, OR) 1888-current, 1911-02-08
CHICAGO HOGS STEADY.
Receipts Are Far Less Than year
Ago: Sheep Market Is Strong.

Chicago, Feb. 7.-Estimated re-
ceipts-Hogs, $4,000; cattle. 1870;
sheep, $4,000.
Hogs are steady. Left over, $4,000;
receipts a year ago, $4,000.
Hog sales: Mixed, s7.35 $50;
heavy, s7.4O@7.65; rough, $40 20
7.3O; light s7,55@7.9o.
Cattle-Steady.
Sheep-Steady.
East Oregonian : E.O. (Pendleton, OR) 1888-current, 1911-02-08
AUCTIONEER.
SECONDHAND DEALERS.

v. STROBLE. DEALER IN NEW
and second hand goods. Cash paid
for all secondhand goods bought.
Cheapest place in Pendleton to buy
household goods, Call and get his
prices. 2l2 e. Court street. Phone
Black S171.
East Oregonian : E.O. (Pendleton, OR) 1888-current, 1911-02-08
Falls Victim to Thieyea.

s. W. Bends of Coal City. Ala. has
a 1ustifiable grievance. Two thieves
stole his health for twelve yeara
They were a liver and kidney trouble.
Then DR.. Kings New Life Pills throt-
tied them. He's we'll now. Unrival-
ed for constipation. malaria, Head
ache. Dyspepsia. csc. Koeppens.
East Oregonian : E.O. (Pendleton, OR) 1888-current, 1911-02-08
The Inward Effect. Of humors 4

The Inward Effects Of humors are
worse than the outward. They en-
danger the whole system. Hoods
Sarsaparilla eradicates all humors,
cures all their inward and outward
effects It 10 the great Alternative and
tonic, whose merit has been every
where established.
East Oregonian : E.O. (Pendleton, OR) 1888-current, 1911-02-08
Worn Out.

That's the way you feel about tho
lungs when you have hacking
cough. It's foolishness to let it 20
on and trust to luck to get over 1t,
when Billiards. Horehound Syrup will
stop the cough and heal the lungs.
Price Csc, soc and 81 pes bottle. A
c. Koeppen & Bros.
East Oregonian : E.O. (Pendleton, OR) 1888-current, 1911-02-08

TO MAGAZINES. IF
you want to subscribe to magazines
or newspapers in the United States
or Europe, remit by postal note,
check. or send to the EAST ORE
CONAN he net publishers price
Of the publication you desire. and
we will have It sent you. 1t viii
save you both trouble and risk. II
you are a subscriber to the EAST
OREGONIAN, in remitting you car
deduct ten per cent from the pub
lisher's price. Address EAST
OREGONIAN PUB. CO.. Pendls-
ton, Ore.
East Oregonian : E.O. (Pendleton, OR) 1888-current, 1911-02-08
WANTED.

MEN AND WOMEN-Learn
profession. Show card writer's
earn large salaries; clerks can dou-
BILE their earning capacity; the field
has never been overcrowded. The
Pendleton Business College offers
you the opportunity to learn this
profession under first-claA in
structor, at a small expense, taking
no time from your regular work.
Night class now open. Call any time
for information.
East Oregonian : E.O. (Pendleton, OR) 1888-current, 1911-02-08
housekeeping Rooms for Rent.

Housekeeping Rooms for Rent
Unfurnished housekeeping rooms
for rent In the East oregonisn build
Ing. Steam heat. electric lights. hot
aaA sslA water and bath. Recently
renovated. Daquire at last Orsso-
l1aA offles.
East Oregonian : E.O. (Pendleton, OR) 1888-current, 1911-02-08

PILES CURED IN no IA DAYS.
PAZo OINTMENT II guaranteed to
cure any case Of Itching. Blind, Bleed
irg or Protruding Piles in to IL
days or money refunded. sec
East Oregonian : E.O. (Pendleton, OR) 1888-current, 1911-02-08
Worlds Wheat Market.

Portland-Cash club, soc;
bluestem, S2@S4c.
Buenos Ayres-Wheat firm.
Melbourne-Whea firm.
Liverpool-Wheat lid low
er; March, Is lad; May, 6s
IL 3-4d.
Berlin-Wheat steady.
Paris-Wheat quiet.
Wheat 3-S to l Lac
lower; May, "a Lac; July 92 7-Sc
September, 81 Use.
Minneapolis-May $1.OO 5-S.
st. Louis-May, 95 lac.
Kansas City-May, 9lc.
Winnipeg-May, 95 3-4c.
East Oregonian : E.O. (Pendleton, OR) 1888-current, 1911-02-08
RESTAURANTS.

CHINA RESTAURANT. NOODLES
and chop suey, Ung d. Goey, prop
AZ the old stand. Alta street in rear
OF Tallman & Co
East Oregonian : E.O. (Pendleton, OR) 1888-current, 1911-02-08

HAIR WORK-Come to Madam Ken
nedy's. e07 East Court street, for
your hair goods. The only genuine
natural human hair goods ever sold
in Pendleton and combings made
to order. Everything strictly guar
anteed. Phone Red 3752.
East Oregonian : E.O. (Pendleton, OR) 1888-current, 1911-02-08
7 Want Ads. I
WANTED-(Continued.)

FOR SALE OR LEASE. for term Of
years, the finest stock ranch IL
Wallowa county, Oregon. Apply -
owner Box 15, Charleston, WASH
ington.
East Oregonian : E.O. (Pendleton, OR) 1888-current, 1911-02-08

ting 25 cents at Golden Rule bar
Der shop. Ladies' hair dressing .
speciality. Massage, 25 cents. I.
Lake, proprietor.
East Oregonian : E.O. (Pendleton, OR) 1888-current, 1911-02-08

Bring Us Your RaGs!
We pay cash for large. soft. clean
rags. Bring them to the East Ore
gonian office at once
East Oregonian : E.O. (Pendleton, OR) 1888-current, 1911-02-08
ARCHBISHOP RYAN BETTER
AND MAY GET WELL.

Philadelphia, Pa. Feb. Arch
bishop Ryan is improving. His phys;-
clans say possibly he will live.
East Oregonian : E.O. (Pendleton, OR) 1888-current, 1911-02-08

The best and brightest moving
pictures and a. many Al any show
house in Pendleton. at the OTpheum.
East Oregonian : E.O. (Pendleton, OR) 1888-current, 1911-02-08
ARCHITECTS. CONTRACTORS. EFT,
FUNERAL DIRECTORS.

JOHN S. BAKER, FUNERAL d.
rector and licensed embalmer.
Opposite postoffice. Funeral parlor.
Two funeral cars. Calls responded to
day or night. Phone main rs.
East Oregonian : E.O. (Pendleton, OR) 1888-current, 1911-02-08

Everybody goes to the Orphsum to
see the best and the ciearest pictures
East Oregonian : E.O. (Pendleton, OR) 1888-current, 1911-02-08

WANTED-Lace curtains to laundry.
Work done with especial care.
Phone Red 1891.
East Oregonian : E.O. (Pendleton, OR) 1888-current, 1911-02-08
INSURANCE AND LAND BUSINESS

BENTLEY & LErFINGwELL, REAL
estate. fire, life and accident insur-
ance agents New location, SIS Main
street. Phone Main 404.
East Oregonian : E.O. (Pendleton, OR) 1888-current, 1911-02-08
Classified Directory
PHYSICIANS.

Il. 8. GARFIELD. N. D.. HOMBO-
pathic physician and surgeon. OF.
flee Judd block. Telephone: Office
black 3411; residence, red 3s33.
East Oregonian : E.O. (Pendleton, OR) 1888-current, 1911-02-08
CALIFORNIA OUT
OF WHEAT MARKET
PORTLAND PRICES DROP
ONE CENT AS RESULT
Southern Neighbor Bidders Tire of Of
ferlng Prcmium-Eurther Weakness
Abroad Also Responsible In Part
for Lowering of Quotations In
Northwest.

(Tuesday's Journal.)
D . o . Q . y = = = 30
East Oregonian : E.O. (Pendleton, OR) 1888-current, 1911-02-08
TRAIN SCHEDULE
O.-W. r. 6 N.

observation-disclosures division
Portland local, leave. $40 a m.
Ore. and Wash. Express. 2:2o an
East Oregonian : E.O. (Pendleton, OR) 1888-current, 1911-02-08

DIR. LYNN K. BLAKESLEE, CHRO-
mic and nervous diseases. and dis
eases Of women. X-ray and Electro
therapeutics. Judd building. corner
Main and Court streets Office phone
Main 70: residence phone, Main 6t4.
East Oregonian : E.O. (Pendleton, OR) 1888-current, 1911-02-08
LIVERY AND FEED STABLE.

CITY LIVERY STABLE, THOMPSON
street, Carney & Bradley. Props
Livery, feed and sale stable. Good
rigs at all times. Cab line In connes-
ton. Phone main 10.
The Detroit times., 1911-02-23

F=nbre stress in pounds per
square inch.
M=bending moment In inch
pounds.
y==dlstance IN inches from CEN
ter OF gravity or section to ex-
I=moment OF Inertia OF the net
cross section at the point In con-
sideration. In inches.
The compression nange OF n
beam or girder shall be con idered
as acting as a column and shall
lateraily for a distance exceeding
thirty (30) times In inches the
width or the fiange In inches.
Plate Orders shall be provided
with ample stiffeners to prevent
buckling OF the web.
Where one or moro beam shapes
are assembled they are to be bolt
ed together with not less than
three-quarters (k) inch bolts
through cast iron or pipe separa-
tors. as recommended by good
standard shop practice
Where several pieces are used to
form one built-up member they
shall Mt tight together and be free
Sec. 8. COLUMNS AND COM
PRESTON MEMBERS. Rolled or
built-up steel columns shall he
designed to have sufficient section
al area. SO that the stress in
pounds per square inch under max
imum loading shall not exceed:
$4,000 lbs for length OF 60 radii
or under.
16,000-70 1-r for lengths over 60
radii.
l==length OF column In inches.
r=the least radius OF gyration or
the cross section OF the column In
inches.
Cast iron columns must have
sufficient sectional area so that the
stress In pounds per square. inch
under maximum loading shall not
exceed:
For hollow round c. I. columns:
10000
The Detroit times., 1911-02-23

Sec. IL wINb PRESSURE. All
structures shall be designed TO have
surfaces exposed TO the wind to re-
sist a horizontal wind pressure OF
thirty (30) pounds for every square
foot OF surface exposed. including
the roof
In all structures exposed TO wind.
III the resisting moments or the
ordinary materials Of construction.
such as masonry. partitions. floors
and connections. are not sufficient
% resist the moment OF distortion
que 20 wind pressure taken In any
The Detroit times., 1911-02-23
OF cross sectioh =
Factor OF Safety.

The factor OF safety TO be used
depends upon the place where the
column or strut Is used, the load
which comes upon IL. and the
quality or the material In no case
shall there be used q factor OF
safety less than four 90 upon the
timber under Crushing Strength"
In pounds per square inch.
Where the length OF posts ex-
ceeds twelve G2) times the least
thickness for yellow pine. and ten
(10) times for other woods. use the
following formulaes:
The Detroit times., 1911-02-23

stressss must be carefully eaicu-
lated and proper material provid-
ed TO care for such loading, using
any OF the applicable formulate
prepared for such casss, and as
set forth In Standard Text Socks
on Steel Framed Structures.
All connections must be de-
signed 10 safely transmit the
superimposed loads.
Rfvets should be used for all
shop work and for all held work
where practicable.
Where bolts are used In shear.
care must be taken to have ali
bolts In q joint In bearing at the
same time. and the bearing OF the
threaded portions OF a bolt shall
not be taken into consideration in
calculating the strength or the
Sec. 7. BEAMS AND ORDERS.
For beams and built-up girders
the maximum tbre stress shall not
exceed one-quarter (h) of the
breaking stress OF the material
when computed according to the
following formulate:
My
The Detroit times., 1911-02-23

". .
Allowable safe loads IN tons per
square foot:
Brick work-Line mortar. seven
(7l tons per square foot.
Brick work-Lime and cement
mortar. nine CO. tons per square
Brick work-Lime and Portland
cement mortar. eleven Gid tons
per square foot.
Brick work--Portland cement
mortar. fifteen t1b) tons per square
When the entire walls and piers
are built OF pressed or paving
brick. the loads may be increased
not to exceed twenty COD per cent
Bubble stone work--Lime NOR
tar fye. t5) tons per, square foot:
Bubble stone work-Lime and
cement mortar. six 90 tons per
Rubbie stone work--Lime and
Portland cement mortar. seven CD
tons per square foot.
hubble stone work-Cement.
eight CD tons per square foot.
Bubble stone work--Portland
cement ten (lo) tons per square
Concrete-Cement, eight (S) tons
per square foot.
Concrete footings--Portland ce-
ment. thirty 800 tons per square
Sec. 6. TERRA GOTTA. Terra
Gotta building blocks built In a
wall facing. plain or ornamental.
shall be homogeneous, well burn
ed and properly constructed with
webs. Such terra Gotta may be
foot. OF effective section. II untitled.
and eight (8) tons per square foot
measured on the beds. when filled
solid with brick work or concrete
BS SnGj B HoIhoW a G9NCFG cons
crete building blocks. made as call
ed for in this ordinance. shall not
be loaded more than eight (O tons
per superficial foot OF the net area
Area OF hollow spaces shall not
be considered as bearing section.
Sec 5. HOLLOW BRICK AND
HOLLOW TILE. When hard, hol-
low bricks are used as the Inner
tionate reduction must be made for
the hollow space. Where hollow
tile blocks. whether vitrified. hard
or porous, and constructed with
sufficient webs. are used for build
the effective bearing parts OF the
tiles shall not be loaded more than
eighty (S0) pounds to the square
inch. for hard fire clay tiles: not
more than sixty tsol pounds TO the
tiles. and rot more than forty t40)
pounds 10 the square inch for por-
GUS tiles
Hollow tile walls supporting
floor and roof construction shall
not be used I'm buildings over two
Sec. 8. REINFORCED CON-
CRETE Refer to Article XIII.
Sec. 10. WOOD UNIT STRESS
ES. The following unit stresses
of pounds per square inch shall be
used for all wood and timber con-
struction, based on the use Of
sound timber and free from any
defects that would impair its
Crushing Strength in Pounds Per
The Detroit times., 1911-02-23
CsicuIatIon OF Stresses.

section 4. CALCULATIONS OF
CONSTRUCTION. The stresses OF
materials hereafter used In the
construction of buildings or struc-
lures. shall be the calculated
stresses due to the dead load
bius the live load"
. The allowable factors or units OF
safety. or the dimensions OF eacn
piece or combination OF materials
reouired In a building or structure.
shall be ascertained by computa-
ton according to this ordinance.
Sec. 2. TEST OF FRAMES.
when a test OF any framed struc-
ture In required to ascertain It's
physical strength or Its resistance
TO IRE, frost or water. suen us.
shall be made with fun nnished
sizes, and n similar exposure as
their proposed use In the building
requires, and when the condi,ion
for such tests are not established
in this Ordinance. the metnod OF
the authorities prescribed IN tue
previous sections shall be IoIowsu-
Sec. 3. FACTORS OF SArEI y.
In computing the working stresses
in the framing OF any building ~
less the safe loads are prescripeu IN
this Ordinance, the folloWtux mini
mum factors of safety shall Pc uscn;
For cast iron or steel sup!ect 70
compression OF tension or trAns
verse strains. . f
The Detroit times., 1911-02-23

For cast iron subject TO tension
or transverse strains. 10.
For cast iron subject 10 compress
sion for plates and columns OF orr
binary or short length according
10 the uniformity OF the thickness
For cast iron columns according
20 the uniformity OF the thickness
OF shell. 3 to 10.
For timber subject TO tension
and transverse strain. O.
For timber compressions In short
columns or posts, z.
For timber In long columns or
Natural or artificial stone on ma
sonry, 10.
For framed structures composed
OF two CD or more pieces OF the
same material. or q combination
OF two CD or more pieces OF DIFF
OF all kinds. brackets. cantiievers.
trusses and arehcd floors, or trus-
sed, reinforced or armored concrete
floors combined with metal GRID
ers, beams or channels, under or
binary loading OF buildings. 4.
For framed structures as above.
exposed TO vibration or machinery
or trucking. or shocks, or exposed
TO the action Of the elements, q.
For floors or arch construction
of brick. concrete or tile between
beams, Z.
For floors OF reinforced or arm
ored concrete construction between
beams. s.
For iron or steel In iatticed or
open work columns or latticed
beams or girders. when solidly
filled or encased In concrete. en-
tending at least two CD inches be-
yond the outer edge or faces or
the structural members with no
allowance for the concrete), 3.
Sec 4. LENGTH OF COLUMNS.
POSTS AND PIERS No free
or pier, shall exceed the following
proportions OF the least side or d.
ameter to the height without being
anchored. stayed or tied by beams
or Orders In at least two CD d.
recflons. at right angles to each
The Detroit times., 1911-02-23

Sec. 3. THICKNESS OF WALLS
The thickness OF walls for any
used. shall be the same as that re-
CURED for brick walls.
Sec. 4. FACING OF BLOCKS
Where the face OF the wall only n
TO be OF concrete building blocks
and the backing OF brick, the con-
ed 10 the brick with concrete or
brick headers. projecting four 90
inches into the brick work. every
fourth (4th) course being q header
course, or bonded with metal wall
ties, spaced not TO exceed eighteen
(lS) inches I'm each direction.
Sec. s. MORTAR. All walls
shall be laid up IN Portland CO.
ment mortar, mixed with only SUI
hcent lime TO make the mortar eias-
tic. The cement shall be capable
OF passing the minimum require
forth in this Ordinances.
Sec. Z. AGE AND STRENGTH
OF BLOCKS. All concrete blocks.
before being used In the construc-
ton OF any building In the City OF
Detroit. must have attained the
age OF at least four ca weeks end
this age shall not have attained An
average crushing strength OF NJ
teen hundred Q.soo) pounds per
square inch. and a minimum abb
sorption Of water, after forty
mersion or ave COZ per cent. and n
no case TO exceed seven Cd per
cent. Blocks cured In steam may
be used at the age Of three CD
weeks.
Sec. Z. BEAM AND arRDpn
SUPPORTS Wherever EirderoI
beams or joists rest upon walls -
that there n concentrated load
on the blocks OF over four thou
sand lt.ooe) pounds these bicene
twelve ti2) iaches below and eight
ca inches on either si1e Of o1I1
girders beams OF fotsfs.
where such concsntIstsd Lee
pounds TIE blocks staiI b ne;
tcs.ss.s~s .. SOD p.osk
The Detroit times., 1911-02-23

Shop Rivets:
Shear, 10000 lbs. per square
inch Bearing, 10000 lbs. per
square inch.
Field Rivets:
Shear, 1900 lbs. per square
inch; Bearing. 1900 lbs. per
square inch.
Field Bolts:
Shear. 5000 lbs. per square
inch; Bearing. 1900 lbs. per
square inch.
Tension. $4,000 lbs. per square
Compression. - For columns
and struts seventy-nve (75) per
cent. OF amounts allowed For
medium steel. q
Cast Iron:
Tension. 1000 lbs. per SQUARE
inch; Shear, 5000 lbs. per square
inch.
CONFERENCE.-The safe loads
az computed by column and strut
formulate as given In the Standard
Steel Manufacturers Hand Book
Sec. 9, DESIGN. All steel franz
ing shall be designed where prac-
tical TO have the line OF stresses.
coincide with the gravity line sf
rolled and buiit-up sections. avoid.
ing eccentric loading.
Where eccentric or Irregular
loading II unavoidable. resulting
TaÌˆgliches Cincinnatier volksblatt. [volume] (Cincinnati [Ohio]) 1885-1919, 1911-07-26
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