b... o ‘ O.
.e\ V a in I
r. ... r3!
"2... fis‘“ 3 ‘3 $- .
.1. I .a 8. o o
"Wuo ‘14 ’14 ’,a ”a V
.2?“ or flu no...“ A... .
“.0“ to.“ o . M n .J
lot a \Kl.‘ . DOA . I.\
3.. '5‘ A v I .
# . n
”a! 10W... Uh Wu l!- O
t W“ o... I 3 fa N
Rn...“ . i . ha. .
O Q ‘0‘. v..‘ “hon aw ma .
..,o\.u - Q a n» y . q. h.
5.3.. 7 «.9 a. .3. a. 3m
.2...” 3. .J‘. n. . w- z
39:. .. . . ,4 J m. . «.1. a .m
Int... :3. . .e «.5. «P?» r1 lulu
a.” 0’ .J (I: 9

cs,a

iii
1%
c; \O
vv
‘5‘;
a g,
‘ 1.

«’3‘ c‘!‘ ”.0 I.\.d
I... 3)

. .. a r. R 3

\ ‘ n «I . I h .0

.5... 7;”. . 5.. eat
.

3:72
"Z'v‘
C23 1

§

5 .S

‘
C
‘ I
,.

'5" ’
V. K
(A
i 513
1}“.
(”25,
we?

z!
99’!
y

! (v
("a
\ A!

v 3 Q
.3233: .
’3‘

a.
O

. = 1,. 2:1,; 2. : m

 

 

This is to certify that the

thesis entitled
"Design of a Single Span Reinforced Concrete Arch Highway
Bridge"

presented by

Gene Warren French

has been accepted. towards fulfillment
of the requirements for

M. S. mCivil Engineering

\W/VMv
-1 v.

Major professor

degree

 

Date 7’ ’5” 5'2

 

 

'—-._—.—.-——- v—jfi—— fl
' u .

'0

 

 

 

 

 

 

.
I

 

 

.

f-.._.-. ‘_

PLACE IN RETURN BOX to remove this checkout from your record.
To AVOID FINES return on or before date due.
MAY BE RECALLED with earlier due date if requested.

2/05 prlClRClDatoDuthdd-pfl

 

DESIGN OF A SINGLE SPAN REINFORCED CONCRETE

ARCH HIGHWAY BRIDGE

By
Gene Warren French

A Thesis
Submitted to the School of Graduate Studies of Michigan
State College of Agriculture and Applied Science
in partial fulfillment of the requirements
for the degree of

MASTER OF SCIENCE

Department of Civil Engineering

1952

THEQlS

 

/o-/y“~§‘*

etc

ACKNOLMDGEME NT
The author wishes to express his sincere thanks to
Dr. C.L. Shermer and Dr. R.H.J. Pian, under whose super-
vision this design was undertaken.
He is also greatly indebted to W.A. Bradley for his

helpful suggestions and assistance.

’5“

"11" ‘ ‘e!?:(%
1 f“ .‘ 1.2%

,.
‘A

I.

II.

lII.

1V.

TABLE OF CONTENTS

Page
Statement of Problem --------------- 2
Procedure -------------------------- 3
Design --------------------------- --9
Conclusion ------------------- ----54

Bibliography ------------------ ~-...55

STATEMBI OF PROB “M

The object of this paper was to d sign
a highway bridge. The bridge was to be a three
lane structure. It was to be constructed of
reinforced concrete and is of the open spendrel
hingless arch type. The span was to be two
hundred and fifty feet and the location is
imaginary. The abutements are on rock to

eliminate settlement.

PROCEDURE

The preposed structure is shown on DS-l with a cross section of the
bridge shown on DS-2 which shows the location of the different sections that
make up the structure. V.A. Cochrane's formulae, which can be found in
the Concrete Engineers Handbook by H001 and Johnson, for Open spandrel
arches were used. These formulae are shown on DS-2O and the arch axis was
plotted from these formulae and the tenative height of the spandrels shown
on 38-3. The roadway was raised five feet above the height of the arch axis.

The loading used was the H-20-516-44 according to the A.A.S.H.O.
Specifications. This loading provides for a uniform load of 640fi/linear
foot of load lane plus a concentrated load of 18,000# for moment and 26,000#
for shear. It also specifies that another concentrated load of 18,000}
shall be placed in one other span in the series in such a position as to
produce maximum negative moment. The lane loading as indicated in the spec-
ifications was for a load lane of 10 feet. In this bridge the load lane
was 8 feet therefore the lane loading would be .8 of the specified loading
or would be SIZfi/linear foot of load lane. The roadway is to be 32 feet in
width with 2 four foot walks on either side plus a railing, the effect of
which was not taken into consideration in this design. The srtingers are
to be spaced 8 feet center to center with a span of 25 feet. Therefore the
spacing of the floor beams was 25 feet center to center. Three thousand
pound concrete was used throught out the design.

The slab of the bridge was designed according to the A.A.S.H.O. Spec-

ifications in section 3-3-2. A depth of the slab was assumed and then
Checked according to the above stated articles. This is shown on DS-4.

The first trial of the design of the stringers, DS-S, was begun by
assuming the moment at the supports to be about half Way between the fixed
end moment and the simply supported moment due to the partially fixed end
conditions. With this assumed moment, a beam was designed. With this been
and the loads from the roadway, a column was designed assuming that it was
a short column and not fixed at the ends. This design is shown on DS-V.
With these assumed sections spandrel "A“ was checked by moment distribution
assuming that the spandrel columns were fixed at the rib of the arch. In
finding the stiffness ratio, it must be remembered that the mass moment of
inertia resists rotation more effectively than the transformed moment of
inertia and therefore the stiffness ratio is the mass moment of inertia
divided by the length. The floor beam and spandrel column was then checked
and found to be allowable at this point in the design. These computations
are shown on 03-8.

The next step was to check by the maximum loading condition shown on
US-9 which was arrived at by trial and error with loading as was specified,
the moments on the stringers and columns parallel to the roadway. This was
done to check the assumed moment in the case of the stringers. The moment
that was produced in the columns due to this loading is in addition to the
moment produced at right angles to it by the floor beams. This analysis
was done by the method of moment distribution, shown on DS-lO. The stringers

and columns were kept the same size throughout the structure for uniformity.

The stringer was then checked for this new moment and was found to be within
the allowable. The column was then checked for the two moments acting on

it and the section varied to meet the allowable stresses. This was done

by the A.C.I. specifications.

With this new column section, the spandrel was redesigned. These comp-
putations are shown on DS-lZ. The floor beams and spandrel columns were to
he of the same size throughout the structure so the column struts were so
placed as to keep the relative stiffness the same. By placing the top
column strut 5 feet below the floor beam, this was accomplished. The other
struts were spaced at 25 foot intervals so as not to increase the stresses
in the column to too great a degree. The relative stiffness of the struts
to the column was so very small that they were assumed simply supported
and could therefore take no moment induced from the column. The struts
were kept at a minimum size as controled by the maximum case. The remaining
spandrels were then designed by moment distribution as shown on DS-lB to 13.
some of the struts were tension struts and some were compression struts and
they were designed accordingly.

The dead load of the superstructure that came down to the arch rib
by the spandrels is shown on DS-l9.

The first assumed section of the arch was determined by the study of
arches already designed. This assumption was then checked by V.A. Cochrane’s
preliminary analysis formulae which can be found in Design of Concrete
Structures by Urquhart and O'Rourke. The notations for these formulae are

shown on DS-ZO. The formulas and notations are quite clearly defined

and need no further explanation but the use of the average stresses to find
the arch shortning stresses is a little difficult. By way of explanation
for each combination of loading, the arch shortning thrusts and moments
bear the same ratio to the thrusts and moments due to a fall of t degrees
in temperature, as does the total average stress to the stress tctdE. The
anplication of these formulae along with the summaries found are shown on
DB-Bl to DS-25. The stresses that were computed were based on the assumption
that the sections at the crown and springing acted as compression members
with axial and bending stresses. The first assumed section was found to be
too small so that the crown and springing sections were enlarged as was
indicated. A second set of stresses were computed with these new sections
in the same manner as was the first and the results seemed to indicate that
a further analysis by an exact method was indicated.

based upon a number of complete designs and investigations of a number
of designs found in technical literature by Mr. Cochrane in order to determine
what the thickness of the arch should be at various points in the haunch to
give the same fiber stresses as at the crown and springing. These results
can be found in the Concrete Engineers Handbook by H001 and Johnson. For
this case the thickness at various points in the arch is shown on DS-28.
The half arch shown on DS-29 was divided into ten dividions and the cross
section data was tabulated and is shown on DS-BO and DS-31.

This analysis was done by the least work method and the derivations
of the formulae shown on DS-28 can be found in Reinforced Concrete Structures

by Peabody. From these above mentioned formulae, influence lines were

plotted from the tables computed. These influence lines were plotted in
order to determine the affect the live loads will have with a variation

in position. The position of the live load to give maximum forces at any
given section can best be found by influence lines. The influence lines
were also used in order to determine the stresses caused by the dead load
of the superstructure which stresses are the values on DS-l9 multiplied

by the influence ordinate. In this particular arch the influence line
shows how much of the span should be loaded with the designated live load
in order to give either the maximum positive moment or the maximum negative
moment.

An equlibrium polygon was construced by the dead load of the arch
in order to find the resultant of this dead load. The dead load of each
division was tabulated along with the amp of the moments about the center of
each division and these values so computed used to find the stresses in the
crown and springing sections according to the method set forth in section 402
in Reinforced Concrete Structures by Peabody. These computations are shown
on DS-4l and DS-42.

The arch shortning and temperature stresses were computed on DS-42. The
section at the crown was computed for a temperature fall‘of 40 degrees and
the section at the springing was computed for a rise of 30 degrees in order
to give maximum stresses at these sections. The thrust and moment due to the
arch shortning are always present and should be included in all summaries.

All the stresses were then summed up in the tables shown on DS-42

and DS-43. This process is self-explaitary and need no further explanation.

The actual stresses were then computed assuming that the arch acts as a
column with an axial load and bending moment. The allowable stresses of

dead and live loads will vary with the eccentricity. The allowable stress
may be increased 25 percent when the temperature stresses are included along
with the dead load, live load, and arch shortning stresses.

The rib struts were then designed assuming that the arch rib took one
half of the maximum moment found on DS-16 and the other half was taken by
the strut. The rib strut were located at the base of each spandrel and were

kept the same size for uniformity.

_,. l,»

.. -- -._...~.-.,_~-.-..«

q,-

-¢v-..-¢

 

 

 

T-~.-—“_.“

\\ .K .W \xfl

. L ._...... .— ‘fin ._..

 

 

~-....~—.—~.— h-

T

[I 144

f. 77‘ fay-1

<'
~11

 

 

 

 

 

 

H 4' lull tlllu I! \v .I I f I l; 1‘! 1 i " '
q ._
.M .M
_ _
w ‘ 11“)...|(.3 . . .1... 1.10, \?II.'...II. ! ~ lillgfl‘rtl e 1:: .‘1. {tings-‘2! $.t. .3. viola I I! ‘itxlllvllliltllll!l ill I I. ll». 1“ I’ll” ..
MA . w ..
11'!
l _.
_
_
0
~
_
. W
_ l
w __ _
m w
_ .
l a a.
. _
. . .
. V H
w M! lul.‘|.l~ . tt I . ‘1. OVit’v ‘ O 1‘ II \ f ttttttt l ‘5 l i I Ilul.’ ‘ I I‘rtll In!“
. w .
_ _ ~
. it»... ,. - l :5 - t. 5 - -- I: t; .i. I. I I. ..I1!L
.
v . F
a _
a
_ .
a l,
. . - i
l .
x .. h k
.
.
1.. J j 3
_ L m . _ . .
. . ”
\‘IIIIA‘IF r 1" ‘ ‘l..§“t.l. iii- ‘I 1“. \v\ ‘......i ‘_ “.PvItl‘ .0 \Il v ‘1‘ cl :- .4b a. 4 . . ,4 \...1. |.l..u. lhu 4 "i‘ I .I‘ ‘I1 1 JQ‘.‘I‘|J i... YL§0L
\1‘1.‘n‘\v\ 10,0! ‘ ‘ . . \

.u‘I..V t. .L F.

It; l’l'll‘nll:

 

. l I i.l|l\l|l| .
.llllt' ltllrii'nlrrl ‘1-.. II

‘I‘u‘nlll‘tivl ..

 

K
R
t. ~. ‘
- .A. .6 “no-“ 5...“

.M .--.‘ -, l

”“wr-‘o— .

 

 

 

1. .z i. - a .2-.-
.
_
l

 

 

 

-a
,/
r ._
,C
5
/. t
R

\\k. Exchéxu \Nhl \ «r; y}, 15;: .- -- I... <

’\

 

05‘3

Si " H L?” 7’ “C: "/ r1". v-w /J' A 5- H J 3 '3' 2.

(2/0 Z. l A] [O R 1N1PAC.T AqoMl/v 7'

[21755.33 . o4: 59 ax/OL: I'm/c

I: .//:’/bb‘7)+3.2
5: 4.37 fl;?5(/.W£' 5":5445

_ , . , d
1..“ M1 = 1 Zf’- 5 .- 1.2016(5)].2 e7.) _: .Beéu Fx
l‘ 4,5 7 "~—

//V»'P.4CT' fvi’om . . o {Ma—cl : / 0963 ”.17;
0-1- M- ("/écv'HifJiLf = 45.4" ”If
I (J ———-.-....._..__....- _,. -_-_ -—'—-—:--...-.---._.._, _-—_.

1' [I
707144.44: 52".? f7?

LHZ a3

dL'v/H-yt ‘Lff}lj'/Z--‘) = 4.6" U54: 8"51Aa

A (

/é'_a2--_.s_2' «ax/2 -_ . 0.95:7“

/J- d “4300.37.35

/ of
Us: #56: 3 94

D/th‘xex U T/oN 5 7:71.

i l

”/0 4 = if??? __ ._: €3,715"; ___ 39 77, h,

,: 1.9/3”. l): I .397‘ (59.55::- ‘363.’ /,.",v_

s.

r“‘ , ,. I
Uf.‘ #4 '1“ do (/5

I. ' . ’ I' v.
; Hi -" ‘ 1' ‘ :.~ . ’ ‘ (-N' :7! (I. in //(.IJC.FIJ flog Minty xr-

(1/:

/~

:7 .-- ~ .
AVA/N fl 1 /./\’ ‘- Lakiaf ,

O 7 3’0 (3":

70” g

.Q“ 7 f6‘.V}

Us! 36) 7; I- L. 2,!

501‘? OM

n“

'“t

 

,_ t.“ . . ‘,
[V Lt” C III-T’N/ O; V. f<va1> ’ f;
,- (" ‘ t . 4'
flJ3‘/,-V_,fi /}/("'9-_/“/;5/-' (1‘ Jl/PEV'F'VS : LL,{. £11;
a I

[Casi/5"“; A ‘5 //V~ . ;.- ."é a
AS"

A?!" ‘

.Uj 5

_ ems) ~57: u-r
..r'
i.-- . H347. ”11.7.1 fljc‘uwa’ [) 1 -
5"- l u I 4
l . ; é - x4; x. = 3.»
i :
{ i
f) {7 /M "-4 C7" {_ :r’:i_- - 1% 3f:
L av! . ans iii/£5
A
_ ‘ . , 1— ’- f ‘ . - :4
1.1.. / »/ = 44‘. L!) r- 2, 1.1-2.3; L6 2.)- - /4/, 6": J [I
H L. C':
[’W'A/q - o ‘ (/4/IL ’ )\l : 42,4'5Lfifl1/f
' ' 1'!
Oz. M. — Aggtuilf : _._-_7_‘3,§,O_O Fr
I I 75"‘1’2'. A?» H‘ = 172’53, 550 "/7 o 5;, * /{» ‘5' f”)
.‘ . "f I
d-‘,”~14"‘LZ.Q_L-Q $1 = z 1" /Js::uv mvcw 7m //./:,g-7'

 

‘ '. 2', - ( r I,
D / fr? ' 1:4 {23'1” : ,7" 7.71:} /‘/r.
//
' ‘7!- 7~4~ t4 ’ V” " 3,, //C>.f’:’u- fl"
u
d: ’(jJ/IB’KTC \l‘ :j‘fi-x ' r9: y-v-x.
a £48 . 4 ‘7
‘ __ /'6' ”-4
. I
. , l
A ‘ \
‘4" l
’ N
’ I 1
r / '«N I 2
wk) *0 1 *
I
I I
l \r, V.’ '
1 ~ 0 i . . . - -,
I i \ : «gr/l." jug : 3 '
Err/r: .' . V 'w" '1
' ‘ “* l

C?

C.

t ‘ l- ‘ *I

[ :52‘3199/m4
(v 1"

.3 3 - ..
eé. ('féj//4.5j +.3L(/(/(/25/ + 73: (Sf/f 3';

\

/
V: ((9! ’3 no + 615.3; 4- 42:0) .0 = #43393
t

I
il
a e :.022 :41; >0.- :3..:- .-.-. 42 :3
/L,':‘ ’/' '4‘, 00...!) f biv.‘:.y‘;’ 1': I 791 9' v'c . 'A" I'r','..? i: '3:
g a , _ ' _ ’t .-- .7 -o (a - {I‘ t.- ’ "(’11-
"'I"{1'4/0Cr$'(/5)1“¢;-‘_‘.'r "T =5).5..‘f.fr.‘C ,--.r, 4-2-; 4-'2-{__—;/._._- .. “Ase-4;.
t.‘ 3'
_: 'a ” .: ' ‘« "
C“ x'L',’
.’> .T‘ I ' V
/4, "A! 5-“..6- )1. s j a C t’t‘.’
r 3"

( :3.o {fig-.0 4(-

/ 2 _ , p ,. - , -
Mn»; 5 =fif?“ .- 3-3 :. Jf‘f 5-11..
30 a ‘

" - —-—.-- na— .

r’ ' / - v.. “'I'
ff: _ 6/0L725l59C)C)+-16’0k K)‘/,L‘)—/- 6(.
' /¢ (a "WK-“‘1’ '3

F1»: v2 74AM 3»;

If): 4-/6 (“5.1 x 3,-9/ In - ‘— -‘ C:
, 1 .
a f!

—{("'= 4/? .1 /J4‘/(‘W/3fllf ’4‘: IZZIF‘ r‘-"l. .ffir'l'
,' 3'

h

A: “wr. («6/ ' <"I' ~~ 1/3! 34 ',-/' r2»:

~

uA'; w]
l_:¥:.‘..4
: I w

0?- 0.

[N ~
‘ u»
‘

‘ K
‘_$. ww‘v
’74::

E, "

K
(3‘

yl

C‘fi‘ ‘- 1-L-""T
AA; I

; Mr» 7 ¢ - .‘o' I xx: mu: f 414

*‘r'

' ("T—’1" v r r-vT-fi

i
I --
14 5“
W ’ L Y=//.u
L r ,. ' ‘i
. z ¢ m --/£/L'H

«- ~.—-‘h--s-J~—~m”

AL

.2 T .‘ ‘1.

 

g--‘.

I\ I Q—«.—.+-.--
I
l
I
I
o

{L
mvv~c —, 3 W— t.
h

 

,Jc 5.4‘ (“5

'— ‘l

. - . . .~ . 3, , .2 z I ,
.4- - j {hatilffi ‘4} 1‘ 1:; ’./ ég';.{j()+/[{ {9‘3”} +tfljj’f’.’)-) J'-/O:t'.,‘/z"?} r /4,'._("' ..—

up

4,
* a
8-4 ‘ L5 3 « I f _ . ‘
. 1 L :1, 3".; air-16-3”» ¢ :2 4:) raj: ".14‘1‘ , , {1'4 “'2'! r240 "(23‘

L.

I
L .

Juli,“ 4 . "d
.‘,.“.- AN t
‘\
Ll
\ I
h) '
.. £-

z :.I "'
II/Ix‘ '9‘,
..,- _ .
, .
.1”
’.A.- 411$“.
, ‘,'g(;//'V

2‘ If.“

.‘ / ’C‘J‘
I .

.~4Z’.KJ;.-"” ’

 

 

wwn—fiy -r,r

- E

g
r

1'." (L- 7/

f, 1).,

u
~
A! o
I
I
I
f
I. 3.
I I.
..
.
7 .
a
I.
. I
.
v
r y
_
a
A.
I
/ .
r
.1 .
r _
J~ .
v .
I E
”I. i Gli

1. rr: . H I- -3} H

.

I 5"
A. '

b \

ill.

kl-

m...

..

m.”

1

a! Iii -

-‘..-

V. .?
.)\\ {\l ‘ .fi "u \ \
4. C t.
Ira 0.0 t!

_.__.. -h-. ....__...______.-£

 

' \
.__,4
or!

I

A
‘3

K
‘I

*-
--~-- H
!

DS'S

A, I
'3.
4‘
I I
a... .
t .x
r
'l
.
ff. .
\.....r\ In I
. x‘
a

'.| I 4 ”II-t ‘
34.11111:
. x w. .
IIIJIJ. _
.I I\ . a a
.1.

 

v v
I
. ‘ ‘
A
III .I.’ I 4
v
sfis
.-
ll. .l 1"

 

I“
I.‘ .I h‘ r . er
r. I .\ . w I
. y I Inc...
- u s .
. .
..x. .\ x...- mu
«1 I.
‘ ‘lu -
4‘- L-
7qu . r.‘
f
(‘4. .
Q*
l 1. ll
[- II
\

In. .I II I‘l...I

uflt V. _.. '
«I c .
s 4 III~
.... ._ .
\ J“.k
I.‘ . II
k..hI|
. - \
\..$
.\ .

.I-l‘
- 3.

P»
I\\ w\

‘5‘ \\ '
x.
n. L. I
a. N . -
. m
r
*L

s I ‘
DI I I
iu 1|
Q 1
a .

I . . \
III" Ol‘fil
.- I \l

H».\\ \

H's
Q.

k‘

\m \.VN

M.\-\. \I

'1 n‘
\x
. - -
g .
IIIIJI
‘
I- -I -1
\

.v.
II .{P
s ..
.lau \
.Q.. I
‘
5

.[x
”I (. \$ I . ..
‘
«Z &\I 41.. .I .
.1“ II I W. I
I . n\.
I \ \.\\ \ sI
. l3 .II.I!.|.I I
.. I» I I
\ . \ a?
Q. . v I‘v
K.“ I .\ \
I \ I
.. ~ 1 I . I
"I, . ‘ 1|. Itch ..
I x V. . «V.
I x .
. at. ....
. . III-l.,-
o I l\ r I
\IIII..O ‘ I ’ I 4
H .. W\.~ w. ’ IV—
. . I.
1 a .
.x - . s I.
O I\ ‘\a
Int?\
‘A. \I \ N\
. I... ‘ .u ‘
39. I».
v \ I s
I II. \C
r . x
\I
I x s t
.5- 1
Iv .a

 

3"!

v\\\| .\.
{II

NI.

\1 - .
.1

\.I )~ I

i111 L.

vi'.‘ 'yIvl
C. ,...\

£3” \

x. .\ x
“V I

.\..\.\.

‘IrIDIL

IIII I4 I
\- (I‘ G‘- u

. .I. I'll. I. 1- II
V L‘ . I

.I. W I I
A... 5.. a x I4 I
w . a. q . it
p a . I
I .. A -I» II}! III
_ .II
II... . ... .I‘
s? I. I
Iluxbvni.\ h l K
A. .4 III : -
O
I s

05-.

1/,-

fit

VI, _, } ‘ I 7
/’,/ (7 I" A 1‘ N 1" 7 / /I. a ,.

8

\
I
- .
I ’ '
.
1‘ r‘.
‘ I
’ I
.. I
\
O
I
.
. .\
‘2‘. 'v4 ‘ '
f a 0-
v . ' ‘
I - a
I
‘I
| I
I ‘r‘ I
1 . l
. h I
I'-
Y ‘ a
x
t \I ‘ I
. .
X
I " t
I. I. 4 I I .I
. I '1
.I g u .
a w. I 3,-
“ I
.4
= C x I I I (Z I; . '7
A k ‘
r' ‘ I ’ '4
.
_ . , , I
i! ' ’A t 1 , . F

f
I . r ’ I ' l ‘
(Iwus'? , -
I}, ‘ ‘
f; I ’ ,
1- " .J .'
I ‘ .
I-I""
- l ..
_, ._ f _- I I. 1 f
o

,(1,( v"_I . J. r '2. I _ ’) _
. ' " v. .'
,f ,1 Ir: 4 1.».
r
I.

, . 1r /."1 .
--/."' Io“ . blur?)

._

1
u
. M
I
.
g
A
.
_.
g
._
I .
_
_
r
n
c.
r I
p
. r
at .,
\-
?
d
r
r
,I'
A
I.
f.
I
A
I
.1 .
I: r h r
O f‘ ‘1
2...: . :.Q _
Ur". 71a. .1 J
Lu f f. v TIMI

?

I

. J- . o I: I.
l 'L. iid!‘ml . . IIVIIKUu.

-vaI\K
.Q h\ I
III... I... .I.
. .I. I..4 u

"I ‘w’ A'M¢r'r: '-‘
.mxw - L a.

6
\ \
k U
L
k ,
r
n
G“
\h
(3‘
R
6\
L».
‘)~
v,

., 656‘

l vti‘fi!vo L
. I
I5 I ‘
to. I
3“ 1
In I
I
2‘ I I
’ s. so h ‘ , ‘—

\

i ,

-g-vw

4",,
‘1

r .. d
./1'. 5.’ V“? . 1:7"! ,1 ' ‘5 J7‘IL'T )' O hf 7 K ’4‘

, r_ I f‘ > ‘ t r»
//"‘ h ‘r r ' , J STPI 1 .M w' ;‘.‘( 7) IP;(.; .rr L1 1‘ 05 j/b‘fl #5 Confindk.‘ JSI'A' N

/Vfé v-Pc'r.

 

f5)?
-/cifi5'
iii

t\' fir ‘71?" i": ‘ JI !
\ ~9gr‘21""""51‘3 I
m “‘)I ‘rJrI (N ‘
I 1 .J .
I
I
flr‘il
_ c
0 . o, _;Jsr’CF
\‘Tviid‘w#~'-\W{;.°i I
(L \(r‘r‘ ,, ‘ 1". N. | I“ r-‘
. .\ ”NR I-\'C'u‘1‘ -¢ '1
N 4.” I ‘r\ JI ("v "V v“"‘ “
I ‘ ._ '$ '1 'I 'W \ O» " ”
I n‘ N ‘ "d ‘ 5‘
‘. \
I
I
L I
I
I
.5:
fl-I‘?"
(4 '
—~fivf e- ;‘.—'+”_
NC!
1/3?"
a

- 3114

-1'48“

5

.‘cvnm'rs
KN“ ‘\
I 5 ‘ I

I- *I'
\c-L’T'E‘
met-J,“
\T“';"

2
.w 5 7'1.” s": I 1 U A” ._ 27:1;4 .
I‘ I4 4
' {filafic ‘H 7 ; - 9") IN:
/ba"(( 1,5”3') 3'

4
fer
Mm.
-110
- '57
f 517
xi”?
’fl’l)’
' I
~:\.le J’IZI
:1; ,' 1'1""
Q I in;
{4' I '
:.j__(£
r-p,_’;{
fa I-JK' ‘
It», 3r . 01
I1 " : r' if
l'h‘ N _. ‘35! 2 ‘ Q" \I
Es" l;i“~;'3r€(ov\JF‘.~
. ‘ ‘5' A N ir
‘ I \ ‘ \‘ ‘ ‘ ‘
1 “ I ‘; ‘
I
1
I
I
'/0:
75¢"!
‘: ' r51
vé‘]
.410

_r&~7‘)'

[‘13 l’

__L
2,; x .L} -
,3

DEH DLo/w

\\
J
I

I)

‘8‘ 17’5, r," f237t‘L,3-¢ *7 c“ I”
.. 3
/J.:_ ’f')‘,’l“-(
‘1 —.
.‘f' :- «":’ :‘j :‘f t -; I; :(‘L
/‘/"(3(‘ '
flan-IL. N5 a2.c(' +- .94.. :: /3.( 7,
/.I~=(< 9 d// 1%,}; )
f’rszc #azrs of S.<H tin/479s" U< 7n
7 t -
K " 2.I,c-¢(‘ 7e..-."c~.
\
b"; ' ‘ 4 (I L
I u
.5)
I
.Q
,‘L ' 5‘— I
L.
”I
’4
\
"\

 

\n.

RF .r

 

I {IA},

“1' .

,‘l- ’7

I, 4%? fr"

.,.I-II

aubuah-‘ .. ..,..u.\¥.

q.
I.
. «.s
.f .\
~ I
1. \
.Q N! ‘,
1:.1
. ~ 1
I» u\ . \ g a. .i- I.
. Ira! - . o r «I; I Iv Ia. .I u
I .Jv . r; / «.0
.I . . r a; é . 1A .. I40
1 ... , .
. f f VIN}
F . a A a ..,,.1IIIIII- 1..
¢ , u, Ii. .
.II.. . rm.QI.Is
.. v.b I ,
.x. I Ur) |
.q .5

NY
9.
I

l

Q.
“~
1

r:- b n“ 0‘? 5' a j

;§“'I“' ‘3
n "N‘
I’_*"

f
‘x
0..

I
-I'I
N
C‘

.f.’ 1'

I.

.5

,.....II I nll'IllIl II til...‘

FL »\.U.KIVI¥

“JP/4161.7)“.“I U

[3‘

?

[.5 {arm ;
8, . u/fi

l

9Z/IC(O A

35/ n ( (,
’35
459,! < 0;)

229,“ f‘ f.‘
(I A

__ - __

d-

c cr t‘?2/,000

0 0
<9 C
m‘. “_‘«
0 i 0'
\‘4' “'
16.‘ . 3
Q n I I

q
0.1 c
In: '~'
. “1 L'“
l 0‘-
‘ H k. .
i v
L - - (
\J F
0 i
U
o I
\‘ 2
h l
m
0
c.
U
S
N
N
I I , p .
v a I , a x J EA
[’22 L v I .5 F / ’ c

=.5’}+‘-9.$—:

l
I
v
I

05»

A54

Ti! {Q la o//(

I} :. I

-

(T’C ('7

/‘7
l

‘4 hm:

._‘I r“. r-'

I

 

 

 

‘ ‘ was;

 

I .’ ‘l
."5 vN’ CF Jxa,-,L‘,-.~_;¢ g
I
(7]
’.{‘_:.4
- I
f 5/
- 4?
— 2'?
41'
74;.
v,’ ’
“'5
- ’9
4-0:".
1""?4
- ‘..'.Y;. 1 ‘
L. Q . . ‘
" “4"“ "“I ,; r - I ,.
:I‘» 'G '3‘; 3.? “.‘ .' .
\_ .3 Ink) ‘V ‘3 J' r
K ‘ ~ ‘\ $ \ I
tI“' """I‘ ~
I 'kv II ‘ , .
I ”I
I .
"I
H5; 4'.
I‘M I.‘
I
'1‘~'-4 't‘.' *3-“ "’:.: “I
‘, H " .1 n“ \ 99“ C. I ‘
‘II' 11.“ >-— - o » - — —- v- 14- --- g‘. 7‘ A... - I
A ~ * '4-
" ‘fl y \ Ir- ‘ P.I r 'w ‘r§‘\~l: t '_ I l
‘ \‘ 1 I fly I 5
f ' - ; . ' .‘V.
‘ —J‘ I‘ \J ~ \I' V 7- 3
\ ‘ ' ‘
<L
I
u
3‘ '
r - I"
I
. .khflfl‘kt."'1 _p,’
3- r: ._ H ~
L‘b. I A ‘ ‘I I L ‘ l _ ' V
‘. k“ ‘ I $‘h [‘ «4 ' ’ \
‘ Eyvx ‘ i \ ~ I;
.4 1 "\
‘| ‘I I “ 3 I
a?
I.
1‘
I
.1. .
o, \I‘
' ~ ' I . -L
I.H‘~4-"I¢I..r4uw ‘ I
‘\ y. ‘ \ , 6’] 0;!“ ~‘ C,‘ i
| ‘ $li ‘. ‘ ‘ o .
. I I ' C. 9‘; K x ( Yr,‘ c 1
.~ '\ ‘Q A» ,r‘
P§.§.‘A‘ I'\ V \ V
.— ' . x \
L ‘ '
L
V
.1 In
a;—
"1
\ n
‘ O'C'
’ - ?
’ '7"‘,2,I 777?;rr
i;
.a','(

05—57

 

"3 poly! C_

‘7 ‘17};

d.l'¢.

f: t"
’ I 8 .’ .1 x I».
N p .’
fr "‘\ F. 4(. ('( r A‘
'0
x -' ,,
_.,/7'7'(.(('.r.
/. \. [1-4 I, ‘ s c:
C
r‘ ,-
‘\-—- £5. 1', tv IA!
I
v
”+\ .L')‘_" I’
'5
.‘ , (
“_.' z ‘Ilfl‘f‘ V

;. 4:93 (r,,.p‘3c~
HT 1; :1‘ 5‘7: 1 win. TAXI T-Hs I'rfi‘rlt‘ 'm' ‘ ‘s’?
Cfvfr 4.1m; .9r‘m" If? LINK-‘LfND 0"!”
If
‘ 2" f: I ‘2. 7a~' \
_ u. . , d .1
’4‘ * . , . = min.» £5£ ‘? 4 PM")
I‘u'uV"
PC u/l‘to- [""’i’

u
.7. WM)

6
Q c
N 1
'.~ f' ,
C 64
oc- {.
/" 4,1
0.
‘ ‘ o
I , e c
I I e. h
e .
,n' ° 3 I“
5- c;
7" v Q X
\ “I Ox
r §
l (1‘ N I\' N
I Q .‘ CK h‘. 'L n
w ~~r ;---> 5;
._l cl
. d
‘1' , v
a 1 V".
F‘ ‘1‘
v“ V
'C:
1‘ th
to
CI 9
“v 0
Pr 0
r. ~
N
n g
I 9‘
A r1
<—-- a - ~-
\J {L I
C.
0
K:
v O
H
\
!
'———r
~‘x/ ck
9
J
U
3
Q
\
75V‘5/6‘r:
I a A
LILT‘; s ,0 4~’.~ “ (/‘F /5 5 Marx
M if"
/t-‘. L.‘ HKt-r [(p //,7(

[7 < ',’h

 

fi
C.
n
N s
\.
u
0‘ I
V! I
5’ 1
'4‘ ‘
x} L
\‘I C
0.1-“
0] \
x“)
\J '
\I '1‘;
n K}-
9 \
~' I.
L
N. V
‘7
"Q Q‘ .
_ _- -. r;
I k
I o t
c or.
I S
J
\
' ' I'.
L.
'* FL
‘v
C
0
\.
\
5‘
0 ,7"! yin/arr

\ puY A.1,t.).’-'r- 'F'fktL

"‘4 FA!"

_7}

l~¢'

2

1c»:

Drag

 

\‘N... NGOQ

Di '/9

7 ‘ ’ .1 :
flax; /..:/‘,;, 413;} //~..4’;, yjfi , , [a . ,-;.

1 ,‘ .
1/ /t ~ carvifiv.‘ " .~"/:’"r'/(‘-'1’ a; Fret/MI Hmmfiwtw \_\./.“f Urns.

Q.
\
I
L!
'1
x
?
h
A
-< 3-—
/
\
\

j= SPAM 0;: )9er zu/‘pera

I): Airfif (4‘ lfiK‘H [9.4.5 11-! £157

 

f’: {a}! r/‘ero 11”

’-

f — ‘I f “A .—
I/S « [fly/0 hr 7»/:t.d'~t:fl‘ gr ‘I‘PIH‘WS/NO '7! /.~'/rp.',».-'_£S! CF (flow/H

7‘. 711/113 7’ A 7 (1'5 w‘H

(
l/ci : /V‘-‘:(‘""f ’4'.’ HT (f I‘: Ii/V

f

75 r. 7311" -) HT _‘ A‘I

«' ‘II‘T’ [a n.‘

”)5 : /‘|//r.~ calf Pf F“; L":

._/' I

”1'" ’3-

H
V
I

:- (eff/(th’v‘l tat; v«( fat I (ofi‘rEPSPCND/r/6 rp- Max. +N7‘,
\g

\
‘l
‘I

.1 (“try/are»! For. xvi "(1’ 7c (at‘r‘fiffi’rrcnuvg, To Ann! - II/L.‘

u", : Dram [tn-.2 ll“! d/Ff

A If.
‘N ’ 1 n v e' L L A; L" )1‘. A .Y'

U 7 Carr, «2 Luni/H’ £.-;’/4N$/"~\;

chfi/gul, [:5 l”! A" /-/fi".i»1 I! 1.;3

L: iii. 3
V eff!

A?

it; /O(;)'v)

75,4, '1; , 6,1,5} ( 3 + (r)

lit..- .21 1’? A.

I
A: N {I - 1‘: W 1 ‘ 2
b E u 4 Us' /( r'_’_‘_‘.‘.-c.+ I; 251—34 x7}, 70 m
{5 = 6-4' 254 C

-‘- 7: ? {O

.4) é
.7 H." —- ' ,/ - _ 7‘ - A: --

w: 2 IKC 'I‘V‘l."l' Lk‘c '-‘ 4.5 ['5‘ III-’r [I ’1’}: I..-“’7‘3."I'(":,' " ’ 3C 1“ ‘ ... 4“ (-

. :7 ‘
.- 1 r ‘ {'7 L
L < L‘ < (C l" - 3- * "7 IO

./ 7
5.5.7qu 777: -7

“Liza-b Lea/L)

11% (m: A0771. +//).;-,:.

. 1
7;; {254 3/ 5r ¢ 5_r___“w( a fflf‘tjl 3'14) { 5g _+) xll3ri7(75(-I = 97,005
lnrc ' #700 (-4)

 

. I ‘5 _1
. I. 7 . .L .. w ”a- . '.-—‘ C
‘A/T’; J7r’ocrt4fir'LIL""3')UA+3(3L (U{ = 6/.5'171‘7l(.4)}4(411. [ZOflfi 4}£I_+3(’3/
. /0,('¢'-‘0 ___.___-,_,. - ~ , ._ - .. ._
, ID,(.‘C'C
273‘ (1.57?“
#
N)c : llorncflootn F].

f

I. 1 Vi I; c 111’ - N14 7:. .1 5.7."-

t
7c“: 6/ * 217;:(.17.Z.¢A)L1:._2’£.r‘u.7.1= (41 7.1.0 3'.) r E7 ‘ 3.“ 53-4.- ?‘UL . “Sc (15“ = 757 5°C '
~ — /}.( c. , /000 (-Q)

V v - r 1- - a
M, =55: 97—; .+ C ‘ 17'3““ r7 = .,-£;_,2.7.4_;_1.7 7.1.5.77 :.3. 77.197.36.75 79.9 g — 2. 2 20 7 f
/0.(rlo /o,roo

flA/Jffifi' ”ll-[1.5. (fi‘JLL ‘p "6)

’76 I E‘ a;/;‘('-,’._(~/?(~.5>{‘73-/‘)Y-(/{Ls' l)'lj:‘i‘1é-EII. ’
~ . 4
T: —[ cit-'5, - 7 I ‘7 {(7 H4514- Cnt-H-I ].4‘] 9-C?.CiCC¢._" 7117437577 777-3.

loo

n‘I

Zacc

”Q: [4" zf- 07.1.]; 2 44 7);} .5’r4(zra'-3.tc3) r1] ILL
/00

' 2
MC = [447 13’ 7.7m 53w 2 4405)‘+5"(.4)+[15.5- 3.60.3134 3 {29.435er

lac

I‘WC : ~13 4,: 2.40

 

C r' .
y€§_r,’_£’_/V 7‘3]. - -.' 5’71””) ’1"? -

126/137 7/. 72.7.70.

7.5
. I
1%
0‘
‘fi
42
A

_ d
= 31111175 {21:15.71 2: 94 0, o o o
..)

y ”.4
75-=(7€ 1‘ Vs)’; :(9'4'ol+ 7.1.76 ’4' 5 4061:), (but

M5 -‘ 0 ”'SU 7:61)

 

L’VE..__1:“7“. -.MA*-_f Inc», .
_ _r_ 7 ,7’_. , ’._ l- ’_ .. . 2‘ _ r. I "I.
75 S 75”. 41"". I“? W’ < ’ 145*‘11‘fflf/ff.“ 12-13.712.5rr ‘ /?4,7=."-17 3'
”I ' /.7r¢7(4)
—r - 47 > . a ‘
4‘ o{% 7". f 7”'.,'c-..c.£..{l '4 ( 2' ($132". ¢ 7‘1 )(,_(_( I Xin?’3‘.1"""J' =_ 53/ F
L7. r Ir». (‘cc /. {(4)
a‘- ~ .~. , ‘ __ ‘ ._ . .1 l. l I 1 ;
”8- A" I 1 Z/I’(/.-l'l31)\7- ??“7. ll '-3) Vs’ ( z 3.71 ‘ YVQAE—Ll‘[+IfA'4),lljh~?:,_C_“I9 l)‘§2.’$1.‘,)"
[71,0130 /d’rro ~
13 ' ;;
N737 3,1”, nc r; L ‘
[Lu [can A7,”. - A7,,

I
~' 714+(Lu-2ug).4 +(zmr3zu s).4 x‘t-l“.r(25’r)'
A (»r (.()

m
u.

- J!
u:

2' 2441(u7-257gr H’Izofxm.

I

«\i
ll
\
\

$0
'3
'5

7;: Q’ {9.7; r r 7. L3 .‘ .L =1aé r and} 7,) 5:715?) I 5,375”
. L y" ' - ‘,... "" ‘
(r L- 7'7 l7SX.4

‘1‘
l

7 . .v .’ .. , . I
M I 2‘3‘4’2‘37"(/7/ f.“:}('_?r 0'2 4r~t.) VJ" c: :‘gfi-/1:.(.f)f(/" S’IFI‘LE“: ‘ I..41,_fi-/§.‘ "zl‘l (”I {a}
/-‘_.‘( . /0,°C"

#7
M5 .= — 2,2 ‘a,(.pr,,-;

7.4m rue-r: H- (mm .- : 4L- ;

at

"72.— (/.»7.-,..,<7,)/r 7E: 7 47:34.77 77W -— 7097'

' f

”7 = /t/,‘( rho]: :- ,°{.?(f +Ir(((Frr:-_.- '-‘.f';;~,,-'4L [ft

05- '22.

06AM) [tr-D
“F.72.¢25" +77 ng- Ll ’ - \1 " *- —7 2 +‘~"4¢7""'H-.?r1(\("a 7 ‘ '7L‘q4" IA
1.. .\I . b5) -1‘. art; ‘7 L."_‘ IJ 7+! . :_. . ~ _‘.k11_u,\ - [is 5~.)J_J .7«J((‘/y. g

10;, LI

.‘1— /'£.' -
k
L I“ 74' 7’

f":- 5'4’ f L (

(IVE- !("L ”41 f’fl'dw“ H/ .'I' -r

. 2g , 1" ,l -\ / . ’1
)‘109‘7 /?.li'~<(174*(“‘fi"3‘1(4_‘3)_}f _- [°-??‘-*?-7743- °-’4\/>.+\67'*“"M"-7 7’7" "7
r~ .1 ‘ a: 4- _.‘ ,

/L’ 67

9C :’ 1")/,
I‘-
I lit {1/70 14/“! ' "/7 v‘ A? '7 ‘.‘\
~.. 0
’- ' , v, ' , _ _ .‘7 1.; _ , 1 ~ ‘ , ' : 1-“ '_
f: “‘ 7 77" 7 w- WW7 .H‘L’s' :fa " f“7¢+:.o(.47n«: (sf-n3 we? 71.4 .4 ; 73:7
.. " 7777- J ‘- L. ,..., ,..
J: 1""-
Q
Z/t/ / 1": /4,Afl f/V'I",fl A7 ‘ A '7‘... ‘75
I u " \ 4 ‘L} I ' z \
o g I N .- .— ‘5, 'J - 1' - 3 P r A1,. ‘ l _'_- , ‘—
(1-!” . r- ; C-(45+ 3 v.‘\ L514r1 , ' ‘4‘ ' ¢~ i*__ _"f7‘.41.4_) I.’/‘
/ To J L f“ ‘7.) I I
II t
fi— 46
‘I' Vt. L"_fl1,‘ /M‘;J‘ w 7' 3‘. 9‘1 : [171‘ - ‘ )/4\/‘;"!

‘ ' ' . L. . _ 1“, ,- r‘ f _ 1 .,’ . .' , ‘1 ’~" ..‘
é. flfcfif. ,7 ./ _( (5-3: L‘?’ 45,!4 LA) 7'?“ 16.; (,yl') 4; (131/51? {did-:4 R.“ ,‘ #5...."
I; ‘- r» J ' rt! k «1/: 3

f f /. ,r:{»((}A4cx4?7.x;r",:/7~f,r7‘(

.‘..-.._--._nr-

 

05‘23

_...£ * A; :.‘H' . r13 v ”V6.

 

’ //'f"/¥ 3V.“ Tex/,A/

-_7._...._.-L..

.a——v._f "
u

I ‘ i
'* A/goA/J. ‘ fly. STi-fl'i‘. 1 (04.1 57:15:51,
‘ i l ,-
i . - _. . -A 7 _.--—..—— ._..-...... --.. .. fv
‘ . l
l 0 t j J (I. 0
g _ , . - - . - - ----_ -
. I
I f/.((‘r.;_cr: ‘ n i

n—————.-_. ”- -
.
w
l
\
1

}
§

,—
I

A... . .14

 

v- - “*0...
- .Q..._.—-

w’.
\\
s...
'~
A
'1
&
\
¢\
5
\\ .
\ - ‘.
$ ; _
.‘ A . 5
l........-_.._._...._._...-_ -

3
S ‘" ‘ '7
i ( ‘ > f
i N (N! 14.x .27A‘nffi .3 ;”.~.r' -»7'/.‘$-f;
(
3 _ ,_. _.. H , .-_.
+ I
. L} '

-~.-.——-..- ».*-.—__.~. . _. -

c
a
N
31
\
Rx
,_\
\

q w
W
"b
R

0 A
. . H.
. 15“ .>

 

 

‘VT‘ I

' ‘Y

g-v~44

.~.—. -

— - ‘ -n— .- Q.
C

'—
l

...._<

--_ - .- w‘—.— --
.

~wd

—_
———~-¢—<

_.—‘-- «-——v— 'V— fl—Wj

”MT

.
- e-.. L-s ~a+-_ «H

—/,£t5,7‘o

.-._..—__.-

1'

.---,.-.- .. g
‘ 1

J

. ‘1

.~xw.-.-

 

_. .._ .... .v -‘

("A/f Sragt f,

I

t 9- -
¥
«1 -- - . I
; :
I
'e 5
t 1
Y
O

t

(N.' Snags; .

4

I‘ ' T

f - s
I

- _- 2

~ as
5 .

(,M Iggir‘y /Ir./J(v"' *

..-— o—-—~——-

.~.._v-_—.- -

- I. 7 ”I:

II
fi
'5
La
'\

\1
X
‘\
fl

u a r. 5 5! 5,4
I z. .5. r— I}. 3 NV” + M m
' I " I T """q’"- ..5 ’

 

- : ”:(Nf , ’1" v- :1 ' "I .' (a " C N17 .f‘ 7" R. 5 3 ”do" ‘4 ELF
1' - T l — -- up“--. _.-.-._.__. _-.. .
I -. .x V t I
fins (‘05? | o ' 42,660 i !
!
a ‘ ‘ .
V'c'cc 05". fire I (,7" } i I
I I ‘
., I I '
5 | !
_ I I J
.. ",drr: ? (7,-{cff‘ -/cl—" 1 1 L
1 -55 _._..__~_-q
(09(6C 4/,6‘71 (‘90 . 48 (“.0 2 7, $0 1 /()(§..'._ 3
l I .
.. . .. - . --... .-. N- , _,.._.__‘-_--_.._ . I _. H _ _.__..__.._
4.gr,r72+fl$. 5 i a
I

A
(\n
x ,
‘5
3

n..-
‘ v
n
. --- —— _ ..- u..._—.-——d_
u'
I
I

. val, . ,14’ (mo ‘I: f
T 1 ‘
. ' 1 ,
.. tan“ (,7,(,( -/-"l I ‘
'- F
u o I , ....4 .-4 — -_ ---... —<-— n
9 . I 5 l f.
591’50 /./lfi’,lf-«o ; 4!, r5? . 6'70 3 /:,‘."(‘ ;
I . ' . - - 5—.‘.. - _. .4—.——-.- -. <__ -5 5-” .-J -7 .. ,. i

NIH. ~ /V).

-2 4.5 ..rémm

__5 7 I , - . ,
lntltu N11» i/v‘v LIP-"ff: ‘ (.‘A.’ T ‘Arzrst; IJ1.I.-~9-"~.t'.' :
. ¢ -_ . .‘_-..-__.............-.._.--... 5,..-«.-‘-- “4......"1'
I I
«.gao‘ ' h g 42,5‘0 I
3 . , I
, g I. .
’5’, "co 3 — 321/390 1 6, 05"
, i
I
5
I
1

 

 

 

, 4 - o ...
“full-v ~47: 4’0 . 47,?” 5m 1 mg
I I " v- 1.
If 1 I ¢¢L r7 ’1}; I ‘ ;
t I ’
. 5 ‘ ‘
' i
55/. 5'5 c“ i *5’6/‘(00 '45-55. ‘
I l
‘ 'V I
J «r r late-5 -z,3 =
9 J : ~
’ 1
. .
— I "‘ ‘ -m‘ ' I
I "C E ‘(o " F's, " ‘ l.
‘s & ._...~__;_.. __..__-5._-«
' v
"""” “‘4“ 47,737 4'0 l,z-w |
5 5 . , . .5~.__.L _.--_..-- ---. .._..., .-._- .5.“ _{ ,. ..-‘..M.._.4

DS-lb

 

1r":

, V A' .7 v"
jL’F(I"'/} t:‘»”:’. C ‘ i "'5' ’ "XML ‘ 7’4 I. ’ ‘

;£()’f’, ”/— :III‘I'I‘GII/Jaali

[A’C‘fl_[' ¥ flyf‘A/f

7Hrusf‘ I'v/Ic‘m Av. 37/?! 55 (Jun? 571-352. Ificlr’.nu.fi‘
‘, 4 I I
I} (‘1. 4 I 5 *- 163 LI :
.'“‘ * r . .v ‘
; \ t . ', I .. . I
1 L 1 J1"), (-(F E (x v l/"l(‘(‘.j: ; I
u . : I. I ‘ .
LL ‘ "4; 'cr :I-s’ 51*rr-r 33
.. ‘ I 5 -. ‘ I I
I I : I
'45 I -555' , ’:|?,(r~r —£7 ’ I
n o ‘ :
; ' I
T l‘ f ‘ JI 5*, I
{(PHf- '. /, 1 (3,.P'75' f 3, .1" ’."c(‘ 4/1‘190- //"’ /L'-10
,. I I I ,
, \ I
5 av. + L L. + 7 I A J I I
__ ' I . i
[It rLL 4254 Hr }+3"r - r . 4:,r71 g

 

 

 

. -- I . - .
‘; 71» 7"“... H 75/, r ‘ I; {f-lf-lrrr ' 4/, 7?5 //1 r X?“
L I . -
. f/ Xv! * A?! N’I
I _ I I I
;T/Irr‘.(-'.“ I ”III”? ' [J V- s reg 54, ‘(".,',v _‘,~ Y’ff'g} I ,4“ (v, ”5‘5'
I . V- , .. . I .
A” D! r L: + NS 5 ,
.. f .
I I I I
[)L . /, /.<.',rr-.~ n 1 4:)?” I
I I . .
1-1. I ’7‘7H’ I-?_,-‘?(,(cz~ . 4L{ I
I" i .- i 1 .
. - A 2‘ I __
, /J-$ l . fl‘ ,grrr f) ‘
1-— l ‘ i .
u Tr :NL /, 3. 'fi [3.” I- 2 :IF’PCC: i 47' r 2 ; ‘n. r .
,5 I x . . . _; , ---_.
B 0!. +L L. f 7 +H< ' 5
I" ‘ I f I
51+“- 'xfl'mu 1’."3,.,.r(~ 5425.455 . I
I
- . . ‘s I
— I I I . . I
‘T w?” ' ouwwc t -..3 7 .=
.. . I s
I .
H3. 1 -;f€ ‘ ’I‘ri‘(‘£: , '57 I j I
r.........-— _ - o , I I -. .- A
.. I I I
/I‘"/)L. :CZ 2-2-5. ' 1/;4I:f‘f( [ 14%)}: } (.4‘," . a. .5 I

r‘ ._ ‘ , -. ’
7N1) ~9Frr/n/v 1.": (trz‘fi‘ /’/¢c:(.r4 I (-1" AN flu-351" fJ.-/A;: y

L1

pr~nf f3=n,CL.

[A .- (;.r 1 1 flrl.» (s; £715 ”7 (pt-WA,

Zd/c x 5/43"} .;_-_.<.61_,-x.*'.3¢ r 3*

f

to-

 

 

 

SX/S ] ()/to 1 Ex 7-!
p... . . . , ‘ . , w, . . . . _ ~ ,.....~. , ._... "a, _-
o ‘ zaoo o foo
r (5' l / ocb ! .“wk 5.05
013' ; [0/5 1 2447 ’ 09
o 25‘ /. c *3 E 40.75 5 15"
05*.“ 3 Ana]. r £706 52!
04“: I I (54 1 73.";0 5-L7
as" ,” . l 59.70 5'35
l
I
C 65’ 131.5 . nab-co $263
1
o 25 11-23 i 122.3; 6.11—-
l
0.5:” 1395 2 £356?! 6-97
095' luau ; 154.47 Jab
[.50 /.}oo i [63.13. 6.50
- ._..._. ———--—‘~ --4—JL .. -.~ -. - — - ~ , - ‘ ~ 5 —
Q.V’_"__,7’_‘ ~3- ‘_ffc£' A!¢ALY5'."
2‘3"“39—1 2% ”Li'-
4 = __-- --- . -.. v g ----__- _
set i- C X1
1

46:1. SPRW‘GING

Aé= Ht («.145 :3 (I~\/C ) slants

Nag/wt; 5/1" r_{VC-/(f;;-a)

LONG 70 [7(H'7 rut" (if‘f’f‘v‘

NS: «Cw‘fij " V Sid/é,

C

N75: ,4: +h/ch

w»
‘.
I".

ma...» y

-_ a; -H,__

‘.‘.- .v ‘w— w- .n nah.

A" H

~ ‘L n.1fi‘i :-

 

,.
. .4

‘m; J.
K

 

QUHOQ

wavi-

VuOQ‘ dt‘th

 

05-29

C - ‘
i w
.4 ,

C30

 

.V90 0

Wndod

“N30 0

00.x“ \

2.33

T 5% ..e. .\

I! III.....¢IH_.r

..I
nwwit

.1..Ffi

mono

thd.

(2c.

0

. C

shfifih

v.0 .nwh

Ur? 0.x.
3,;
ovom

a...» no a “W

ohth

n
ua\fip-00\ n r..{
H
. . 61mm
mrN
I... u
N
I: W
5

5M

 

b“

A...” i

so

LC .r

.woay

06m

0V4.

fibé

, A I'II’\O

QIK. 03K

Ox

 

 

. Fill-Nu..lap ..t'n E mill-Ink.
_ - H - N . - - - q - 22...:
via-f . mgr-v: M . .. . «an
3 . .. a. w
M a .M _ _
m- T. . «.mu ._ $3.. ._ Km . amin- mmlfir M m
. H m .
u 4 *
dew: nunéu mam M «.9 m Ewan vn.wm+ . ow
. m
. m
ué 9. Mo ..h wom w in... ‘ w .03:- Woo< \- . N.)
w _ . ..
w 4 .
w

.- 3 m an aim. . 0m\ a. 3.1m .3; v-n . vm-t x . :6
3.6 ch .2.- .. a. u :5 ..- _ .2...- «m wc.N+ . :.-

comm .5. m 2 wk

7
a
r
" J
N“.
00
\
V
n
«.-
’0
C-
K.

 

4.. C Cog-ax . Nth ,_ -.-., NOS 3 3.3» _ 2.,»va - v...
I m
.. ~

3 v.“ . - a. \ ka< . Mu u.- v .- k... 3k - Vex

..nom ..v- ".2, aim.“ . 2.6.; «9:... also- w:
.
7

.n «.74.. .\ mmufi , V.» «- aoéwx ..noV-wn \ \
- -- . -. 2 : 2&2. :ri -- H. -- -2- --- .222! 2.22:-- -
Han... . .H\r.l JP .K H h d X

I“

I. n“-

H:

VfiL .zF 3

‘-

l
1

'l.

t. .‘." C K

/

I” L L7

I U

N“6.O

rov- .0

Pa w. h .(v

u I M r\

WC .0

5.3? C

+5... m. mun-

Wh$0m

vmxom

WV 00m

«We #0":

Vb .«O m

.Q\.WN$H\AV W

kill! It‘ll-1",II‘III Alrlll... '

wt. 5. I..\ \

0m .‘.x“.\ |

(umvcuxs'

MWK Qt
Nukk- I
mnwdm -

WM ..VN 1

exha-

whflxxo

own-éle

:wnwoN-

.m-m a...“ o

wk :w‘l

Ar

.1, .V~.\

1|

w

.7 ~—,_

3

ac.

C

«1

N1
I

Novg-

mOan 0-
um}. \ .
«.30-
“‘30.:

-|Il.| :- -If+|101)
1 Q\\‘
.t
.
.,n. .. H -.
NW? muf‘l Ox 1”
‘umxx
I“. Mele “ 0‘ .- We

NR5..N.M1‘ A..V~. *1

V
nJ.«.-.\\
UV... n...\l . ,;\-:fl2
3.4... .
MO \..«w....l H O...C

..

. ”0+3.“

to ..W..- C.-.-

._......r-\- H 3-x

3 NQ«.au\.\\

 

«a .(O...fl\>‘Q

.

w

9. no- - .IOOI.' C
“L .

NV

1.“.- C . .‘

-r-~-~-.—- --'-

--- ~a..,__

h...“ ‘0‘- 3‘ m «—

émd

--M»

-.va

Q\

r\

 

05-32,

.._._,.. .. ~n.--“,\—rv

..o— 1,... .- -

roe Vc

 

H.111: Ill-lbw“...
-......-C..Q {..- «CNN ham»: .. .2. _ 0.4.N.V\ mgxwl _ s _, \SSOHU
M ,. * m H .
. . ...\. , . . .. . . l . . .
C¢v¢€ w.q\w.~N . .. To \ . ~61me m 0.3:“; m m-w.mV..\ . r . ex
‘ _ fl
_ l-ll'! . l .x!-. w .
. MKN.O .91....\ H M
n 3 . .W .
-qémé 3-3;“ _ If. QR Anew?“ . «my. nx . 3.3.: H .5. m m
. .
m. . I? It! a 1.1.0! --vv ll. . w
.. Wflfi .0 0..“ r4... *

4.de $~E>~1~ . .3.th _ . 12-h»... _ \S.M\ w 3.6m: , .2» . m
. .22, . 1 w Ill-.22- .22!

. . QmN .\ “ \Exh

dot-c $4.6on . .min» . .4» , h¢m<\ ,. VbQucx _ Rh _ m

4
. III-:2..- . .. .. -.. . .-. .. . ~
3 NJ: \ «u. G _

.3” “7.... Qwrfimdn bvgfivw ........v\ ..vlnnm.Q\ ..c :.m \h w

_ i11l.;.. .--2I
H . Ow»... . «m N I .
. 3 W _
. . . . .,
1.9-5 .su.nwnw .. . twins . ..x 7...... . 2nxvaw w 3..va ¢m . \w.
“Vela H :wa . 3
a . ‘

L106 undo. ~N Cw he . .61. ax ..- . Mm”. 0 Mfr-iv bx ._ v

Or‘N Cw ~uu
~39. . swung-u Sifw _ ,....,/,_~“. mi.» 4 mun-«w v.0\ r
. . . m
_ u

, _
«5.0.0 . $~Fehw 24-5 5.... .2.. . l-NQ . 3.m.\-¢~ m v:
. .

*

 

, . ,
m 3: n 3.11 M H.

 

,- .1 (gaff/v.65 L I/vr VALUEfi

—__..

Wg‘lg-w--...__---. -. .. _ ... - -

05-33

 

 

 

— u
- . — n I ‘ . < . . I.
oucou ._ anvc. exo . 64g; . v; ww\\\ M I: u \

U ‘d‘ H ‘11‘1‘1.'IIV-.H.'. ‘1‘]-10‘! Win-ll I + ‘- I ‘ w 1 ' I‘I'ltq A W
_ It. - vi. 3 ‘l. .

> . px-«N xwd 1N “VAN: m H\xN “\xw d W n...
L .a-.I - -1 ..‘t... ' .21 -13.! - 2 il-. . a .

- I I «I! r I u! u b .

I".

J

All]?

I

K. 13-"

l‘

4.;

vl. I\...I.| I! u‘. ‘ll. II I‘ll

., m.mom..-T+

.vom.m+
4.12M;-
mine-“70-

¢~&V.N-

035:».Nn
20.306 .-
fanny-ca

~¢~ . .0:

..cm on 6*

.

Il'zllc.:.,. .0».

Mt-

-.\l . I

_ Nam-n.¢\

_, NNGM.\O\

ova T

.n ..qu .0\

known. .9.

MNmQx

\wk \ .\

mconé

A» C 2. AV .av

.. Nmmn;..u\

---_..-., .

_--- .

'J
I
,\

C...“ ..x-

\ I
i

“'1
?

acrv ’4‘

0(-

l..--...uy .

h0\.n.\

nn.,-..Y
.rmw m.
M»... .-
n.0\ \
aw»...

; ‘ .0

unv-mw-

£023.:

-06 mlrm

I..- -— I. .i

Rh ‘5. .U: W

 

. Ill-l. I

he m C O

3:... n? .r.

4.- 'II'II'II .oiIall.

 

h \ ux -. v, Q\
NiNC.C
«Tic 2.0km .:

A. 0.. N J. 0

menu-.0 _ T3,“.

. .-_.~‘-- --- ......-- ---_—..

’ 5
'r.

\9

N

1/
rm”; :.

 

“ ~--- ~ '5

. .‘v

v " '.'--O' 4‘“..-,‘._‘

r-vgé-.ll~e.MV53v¢; IVFA' fV;

.34

.76

vi]

.7k1r~~

.07

.--¢....-._—.. ..

.-—--- . ., _. #4,.

—-o— <~nu——.—-.v .-—-

t’ A. A
‘ :1»
J (4*
c.cl?
0.175
0 £63
37>»?{ro
.42
. ’2’“)
C.e/2
’ (:32
(New
:.5rq

o.*?c
C .31
.r‘a
. (76
: M3
o Gil
(.(H

'T.( 17;:

a . 7";-
C llb"
L .3( ¢ 7

0 (Her:
r’ 7'55”
C“ "53*

G Z3br
C ?oir
2 I547
L xxkd

1..---- _
; O 9'ro
l C 9&75

O SC-‘I).(

 

hv—u-p

- .VA x—‘-.-.~.~-.—-.

—...._...- ..mwfi

C’BIZS'

m7f5i

0- («.9 4L"
0-6 C.
0 5’1 J

.. u-..

?
9
a
l
2
i
*

-wm- IQ-‘A.“- .-.

. ..._ .. -....¢.

 

.qu'J-Vc

.. . ...-.._~.—........'.. - -n.

-1 ébo

— 0-/'5 4')

—o.c~26')
‘°0-0107
'G.0025‘

(1 C‘L‘OO

-:~_

.4

~ ~91 v—v -..

’— r A'I‘...aq cw. Vim-1'7. : I

.- ”’3—

"‘a‘

._..-‘.p—__ -. -.v .~

-...

--.-~.. .‘..‘. ._ ‘ 1......- 4......

—-—.A .m- .-

 

C.QIc<2

o-Q/Ll

“1917!

601.41.

0-9297

0-9294

J-9/b5

O.§F?b

ag=¢1

6.159é5

(7 )C 58

c. l. 5,75

0. 545'?

0-4206

0. 7/(6.

(.2244

0. l2 7:7

o c 084‘

0.0285

0.6(‘1’

CnCC‘rO

.. - -m\--nw' .- - my.--.r -“—’-h- M

- on

[u

f: -' 0‘?!

IC

\3

 

 

' Luz. I

6'4

2/

.07

-W

:44

.49

r-gh *m---o- u—o-o. .wv..,. _.
1 . .

_ _._ _._ .

.-.. __.. ~ ~.-—

--_

mi. W?! '1

.— 0. 3.1'6‘7‘

-1. 41-69

f H. 5013

*93642

’3 I; 14-

moi-156

-?. ‘é34

—2. 05-83

~2.4é~8‘)

‘1‘. [Us

2' [o

I / L‘I)

FHA/r)

I760

9 O!)

- ,\-.. _< 3

A. -._o... ..

~ 4...... -. wuv .

1.41%

9-06-

"_‘I 35

’2! (E

—/3.39

- 7.43

’3.“

o
~-~.—.—- *- .

- 20.(c

-—4lc0

‘5'4.co

“bk-(Io

”FE-On

—99co

- //é at.-

"I 25. {‘6'

—.-- *—

“13.5!

—/f49

*15 50

.946

'7-2b

+ 35'?

f-rr. ’ F

-//2 5T

)4!ij

f' //7.4 7

23/819

rzo-In

«II? 7b

J/ZJO‘

*2/3

4 3.53

' "‘7

--<-‘-o-—

Ix.

‘J

'3‘

“'J

[V
..-

"f'fi

 

 

.5-..

V.

«'1. f

/fl/FU:.£N~54"_, -/ W'. ‘6‘

DM\

-.I..!’AI‘.IJI ‘-

2 In":

~p:ll..

 

Ff!- I i--.
..o ax o \\ Mk 0b In .- O
I .0 J. ‘1‘ I...“ {-.‘lll“.¥1lvl-. J :1 I '11" I. ‘ I! ....... 4‘ 'blll-I'n'nlqj o o
-\\-\- \\
u\\‘-. ..\
‘ \\
\. _
\ .\
\\ ‘2-
. \
\
. \
\ ‘ ‘ o
- xx
\ \
t\‘ \
\ \
\
\
\
\
x
\_ . H o
\ . \
\ x.
\. \
\\ \
\\ .
\gv
\
\ . n o
x \.
\ 0.1 .
\.\ \
~ ..
\\‘ \\ l v 0
. \
\x \ -
V..\\
\

\ _ ..AV

'7

[75'

“/3 75

( ///vl‘ ,{Ffii

I
’

.//VFL0é/v

 

A7h\

. “U..-

00\

0.!

G.N\

0 ‘0‘

n7».

. 9% {H.- u. .451... . .._cl .Um.

 

‘A,I\ll‘Aul’lv-llf ‘ll '1 39.; ul. l.:‘w - i} r. T, I :‘ CDI I h

v,|‘ ‘ I u .v ..v ‘.:..u , , d V .A“ . . . ‘ 'v ‘
ohM ///-Ic NB VCN \«\\ 1.? VNK, QQ\ .hN fr, \nk

on .0

Q$.U

5&0
s I
1“ ‘

‘r

{If-’-

”.5

go.\

/"I A, a‘ U |"' I

nc- 59

.7: I .

 

 

L
. .
. "11E..91lr 111ch-
k 00 0C -
H
-
.\\/
\\
\.
s ‘\.
Q0 .N\O
\\
xx». ~
\ \
...\
\\
..\
\
00 ‘V |
Cuah In ~N OOH»! \nkx Onhx ¥.N\ .Utowinil ID! \. hk‘ BI... Ouvu “N
A!:/ V till! I. I I. , I. ' unlil‘ilp" p.

U0

 

/ _ . . \ . on. \V
,,/ ,
/

Q C .N\

/
\

(

00.0N

~//~-'-"( t,"v'/_ I

COV‘QN

emez¢¢w.~m-

«V

I»

‘l‘l'v‘uvl

.M . PrNcW .\
‘napm Vu.w

Ua‘u {.4 my I

www.mufim-

y+¢~oqwe-

cnxmmécw.+ w

o.~nKm

hb0§v¢‘ ,\

05m ..VNL;
vnyo vk§
.wv

.N\A.S<

I.v|l' .- t... ('5'. I .l‘ .

 

 

; ~. h

¢¢¢ Vugm‘xw
. .. x: «
L‘L.v(\ Q‘\ ‘\
.zfuw- xoq_vw\
\nvigm: -Vxh.nm~
IWC..~.H I 0Q? ~\aVN.
\AnAWI \.°|....\M\N
LW.N+ n‘NklxNIO\

is m \\ $ 1r0..w0\ .
‘ny‘xux \ VON.V\Q

\n~,.1N\ 05v .6\ W

_

_

(Winqumsv rb .

mmn‘m§\$\

uhxlw. pouV fu\

kunxmem\n\

M<k‘Nnm~o\

u... u 0 ..‘VnN‘U

Ina}. WQW

s...‘ \pLflAyp‘. gm

(t1-

¢xv‘mba¢<
5C3 .N.) .w

$3>\qix~

ths~£~

gxqsxck‘p

Coo~u0n‘u

QBOcfiM‘P

Cné Hahn .N

énofimiu

|h¢u_;unv

QT... 9.... x .\

..M.\vu.N‘&‘
0
u potion! w
.nzni>\ .
_
I 1.-:-..-- u r.

......—

..w n, k .\x k V

r .K h. sic Aw

«ivxanm

o n m Cm.

doufinmr

aoolxm
a.

K . .nN
\Kr. JV

u- .Om
w 2» w‘x
NQL tn
.. , 6k
.xn. ".Qw

‘

O

4“ o\ N.\ .S\ \S

p III.ll,I-.|l‘ ; Ib.‘-..

JQFUL‘.

[75/61: [one or fi'v’ftd V’Auc 3

”f (lflkf but) 9

..-.,

Ht: ‘ I . : .é_’53./"_6-‘l.‘.99.b .-. Imus”
25;; * If f? Z(/5'4.Igi.$fi‘eu)
vc:O
{(flr‘vh‘n)
I
A/lc: --— ; - “,4! (it 2. #z_(/I_3F.£4¢'k )__ —- 11524301135) =15313'45' Ff It
ij' z(r_v.t“.+) 0

Ag: HC (c3545 i- WTSI~4J = 2u,143(-4I47)+4~35‘,039(-q!”‘) -‘- 455,457:

3

-\/\/, (47)f/{-/’ -/V‘< :: -4.’._~j(39947) + 1-1!,7—Q5(Ioo)~15g’.:45’ = 513,922 r7.

[16 '3 _f—g f9 F _ : rt. Logo-{fig J! 40 x ?C llO‘(_i4+ a (13,1730:

gl— -— — ---..._

«5 J * 2,13 [41.77

J
”’c = ’ ’4}; 4"")"é‘7oox’27-35'; : we“, 245‘,» "‘
N: f/ cr-‘d ~ ' ,. 473—7719"

5 C ' S - 6' 7‘s (1“ 1., " 4., l
I. .

has: "4 A r Vi: -. LI'7.:€(I/(")+—/&‘2 745': 59':.,P45' Fr

yeti/E; A‘rr SH/nmxnrur' "-3 Firms

r/C: l3}?! k1"-¢ A 7_.“"c,rrr. AM? 2 -845“

’54‘71

M‘s 0- (- ’-)45.‘L.l7‘.'-) - 25947;:‘7‘

N, s 94?: 4.”) = ~59/

{\ng "aggro ,- 255545: -‘.r~£.f5.3’ p1“

 

III.

f _
«Luv ~' NI}

:‘"‘\.‘IOL-

I U

I F-

D

I

f f

‘ _r'

1 —

x H

i a

1 c

E C
[-l

 

Y , __- -.I ,---..-..-.MM
0.L. E49P;,£ I L L.

.’ .V _ _ .+ .. _

Z /79,C,1_(o /Z,é:(~
/4o%cc- 4kizrn
//’),Fs75' “.75:

1'07,O.f-‘3
/ 6‘3, c. c (2
It‘ 7! at

l// ()1 5‘ .75

/‘O' ffiC-

WI
L71 f- r
17)
I _-
q
I ’1-=

 

/K (L 1‘ -',-
//O 3?:
34’ Effl-

/7 4 (3CD

u——..— _.H.— -.._.-47-.—._A.~—m ---§4 -.-

/ .’_ (
é /1r,{-rr
!
l //'!,r" ’:
1 I: 7|\ f,
E /(.,”F"'
O
: xrz,(‘_-"r
% .
I /’ 4 .. L
i
; ulna-r
; /"‘n "3

-M.

14,!»46.
45,1300
Itfi‘i

 

/ ,w‘z-
: 45650
I
I. ’7'F‘r.‘
f l L.
1
i
u /z I-

‘ . '1

; "4"4'}

!

p ’5 FLI"

3 [(#46

[(3, ’5‘2_

!

1 ?< s-n

, l2,7-rc\

!

l

g LL
4$,$(r-

I’.}‘(r~.
l7,£-(r'
/2,(-rr‘
/7,i-(t
[7.f'f
49.5%
/2 Frt.

(
c
I
I
I
! Ilerc‘

05‘43

. ,_~_~_..--..___‘, ~

EIIVI: CR f,

! Mn,
3 0.252»
E 0.44c
c- 569
0.6!:

6‘. 56‘)

(«.440

 

.‘os.p..~r-_ . .

/’~s. CA 2:

 

(.707!
( 7(34
r «on»
F. Fit 7
(' F
0 «we;
I h ..—
g, ‘.,’C
I ( (‘47:.
f

 

I

i

 

i 3.4 mm:
—11 saws"
~387,24'1
~I4I,!c-r

r64274v

/C=$‘,c'¢

13:35.")
/ofl,&zz_
805.~‘
73,175
xlr'q ,- -,
44. ("¢
75. ‘44
9"“.37

~‘ __~ r. A

 

 

m7 _
i Ht. LL.
~4-_' M,
7/4.
I /2, 2ft
I
l 4,73:
1
‘ " 450
E 29. ECO
1 $4,457:
g 4.75:.
/2,196
7.4.

Mc I:
/(‘/v
-(g._1t.‘
-?r.f"r
f'lllrf
4‘1/‘ r'v‘
4”‘b-eb

"5" ‘-.,

-r'é‘lfif

’A‘
ll

5‘1¢.
- I» II, c-"HL

* 0'1. 9" (a

+ 11,900

 

.A__"—‘ 4...- __k _

_-—_.L 4_

SVMMNRY (our

-VF."L‘J N

€Fm~arwa

K
-.JPA mofi E L

P- -_ n

I
... l 1
l “y (r
v 5 HA ' ~
v‘i -_
f o ‘ 3 ‘.

L
v

-- N} .‘ /r‘ 5
g :
: l
e i -
I z‘
! r
‘ ! 2:
I !
1
I W ,1-
.3 2 L
i 3 1,
‘ I
‘ I
1 I A1 (a
:gwf: ?
s 2
. ' 7
g i '6
1A,

‘ fi VAN.

i

i

i

; f' f.
f—————l
i a
i

3

I

i

{ 1 .

7F~w‘fku

.M _...4 -.

..- _- -.-

k .- -_.._...‘ <_

Q... -~*'

’79, 95’s

I"

5 (rd

//9‘ F25

,/C7,c"‘0

I65

Céc

/r7,(‘5'n

.".~ 10 .. - 7

5‘9 1, ill

I
7’ 29L
-0}-
’ )
‘.I

’f“ aft-

~39:

’l 7:;TCC'CJ

)

¢?,7)9

;,257,7?9

3(gfoo
’3. Eco
Izlfioo
IZ,E.(‘C‘
I2,6co
/?.&rc
3r,écn
’7,r€c~

/ZIP(.tV‘

‘ 7l'fl4b
5
9 2517-1).
1
t
i AF! ":4.
I" .3 t"

i
; I.F(a:£.
i
i ’4H,‘f(
l
I

i7(;£df
l
.+4/t,:-‘1
i
f 137atz

.1. "v‘
J-( v).- i‘:
A .,
zl-J ‘ ‘-
Q.
a :
- ‘Jb ;’
Hg'
! ‘
5 AL,QJ"
‘.
' v' “ ~

m“-.- m--- -.. -..
M, D

.T .-_.,.._,__ __,- ..
i /~F £990
3 q
f -/4 25
‘/(--92_

. — 4.7a
+ R 5'7
I-I? Dc:
1 I747

‘ v/O-bs

I. 4/‘.[?,

g #66?

i

£

E/Jtrunr ‘74

1‘ I

3

l

i

3 :d(

i

! :2

:

I

3

l

i

i

i .1»

i .

‘.

!

I 2«‘A"

;/f'v'7( l’ '0’.

._ _——a-—- .—.... _-...._._ .__

... V _ -'§m.-

..«— a

a..-

.L.

-1, 514,4 2F-

-*/, 53 ’, 7'?!-

- 593.41.

7 55

f I, 2.87

.',/l-8

Son

1

f /, F/r, H~ '1

i7, "‘,/40
*2.?f9.é7v
9 , (”xv-.5.

H. ‘r-Nl‘ d F

I

} I'!I§,(’()
’ (1‘.

.—-.—¢...

...-.,.. —.

ova-r...

.459.(cn

-I4’,(oc

1‘ 4L,(. 0C

+Il~0 (:(n

1 2.1.5, rcr

f (65’f(.‘

+7!“

-fK’.,r.r-(

(l!

a

 

FT"

figs/M 9 r , A" n: ‘_ 9 asaié

. -7 I
”13 $949, 3.”. /4{

”351,105 71v»? 3741.7 14x55 f/Alc,‘ ()f Man/r JINO flue-r "ff/d l3t'57' I5 TAIL!”
5r 77/6 filfC/i 18/5.

,4.s:.;,,w, br,r“ ‘ ujt‘47ofl/fr7' A0; 1' 4.30153 - 72c,coc~/~fl
’L ——-—~-“ ""
5
(/~ '7?) ”ro».~7- ‘7"
- (-J 4.0 -“/ »" GIC)
4’3'41.45
d: 27” {53(‘”
Li
[1"ch (-1" Hfifit’rwé-C- W ;
l
w: 3- r — 4 " L’
_:Al’ 313‘ v- /(I /;’r ,. 0
I4!

I
’75 = Ea .6“ - 2,2 Hr
/6.cr-r A #5 M 27"

 

, I—‘—._

U5}: 9 '5‘ Bl? Ii";

05—45’

CONCLUSION

The design of the arch is not complete as the stresses
at the crown were found to be a little larger than the allow-
able. This can be remedied by the use of a larger per cent

of steel or by increasing the section at the crown. In the

 

preliminary analysis it seemed that the section at the spring-
ing was going to be the trouble spot but in this instance
the crown was the critical section and this did not show up
in the preliminary analysis.

The temperature and arch shortning stresses were rel-
atively small due to the large rise in this design.

This bridge was not a problem in economic desirn but

rather it was a problem in design procedure.

BIBLIOGRAPHY

Concrete Engineers Handbook by G.A. H001 and N.C. Johnson
First edition McGraw-Hill Book Co. Inc.
New York,1918

Design of Concrete Structures by L.C. Urquhart and C.E. O'Rourke
Fourth edition McGraw-Hill Book Co. Inc.
New York,1940

Reinforced Concrete Design by H. Sutherland and 3.3. Reese
Second edition John Wiley and Sons Inc.
New York,1948

Reinforced Concrete Structures by D. Peabody
Second edition . John Wiley and Sons Inc.
New York, 1950

Theory and Practice of Reinforced Concrete by C.;. Dunham
Second edition McGraw-Hill Book Co. Inc.
New York, 1944

 

‘
I V‘ .
. er J _..
43)...
I.. ‘l .‘1:
u a. u N. .
c. ...\ ‘V...¢
” ..u. .. I)
d....o‘-.”.rul .I
. r .. .
1%- N.
. v— I
'1 . .rp.‘ .xe
4- v.1.‘l
. .J... 0.x
01 ,o.
v .H J. .v 1.
~ \ . \nr
. .. /
_ .
.JJu
» ‘. | 7m
. .er ‘
I ..H
I 1. fl ‘
. ..flhi
'Q o -. W4. ).
Q's, ..
n I a ..O.\
.r O ‘ .c..l-.

. .0 .
x Il- , .\ .
I.v . ..l J
..e .e....H (..i
k . .«r e .7
LL.) .) .44..
a .. Hr
. I ..e.
ML...» .A x. .
O. . ... \
L. .x.\, .
A y W «v ”51$.-
a. .n 7:,
lit J .

Us .vll . .
.I ta 1‘”.
. . la. .Q ....
. ll . I
e ‘ k e
n 1
....H , .e....
._.._. c L I
_ . . .
ks ; .
.-
.o
L. x
1 u.
. a
.e.‘ i
a r
l .

 

 

 

‘A-‘J»__-_.--_

‘3“.‘~L ‘
ufiAzfiflv‘

-_‘-- .