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Ahh be 4077 AS G7 Nal seta, Yo the rneéw abhletic
an aes orer the (Ped Cécer iver a7 rhe sve sae
ofd WhrITe £, Gee ROMA POKING OULCHIASOY
ay tae Lor rLhak Vg aeeeF Gd PCCE SSQP:
Yo use a soak oF foo#K ahd G rise OF 07 frore Shan
lott, ave fo The rarure of *e rrver VN OM aoe
Fee Lae ae te Las So & jor, Fhe Last one
ving an elevatiorr of CO78 € Fe VY Ae LA
EW hela Verde Ae
lagelee et MMA. LAE La 14g a Te eee MCE oka
J? SOP UDG? Py PCL A Yoke eA ae ee
Ate ale Me TM ete had bly
the Graphic S7a71e merhog assuming *e 1117eQr
orch asa mean Lefween ar e//1pseQnWa C17ecle. Sa
was Found PAGE since Phe Siresses were sma/4 7a.
ML hls hed Phickness could be PeCreased, /7 revision
was pep rade wilha ser/n Te thickness of $0" and
Phis firsh revision analysed © ala eax Vee heh
Llastic Theory, neglec/ing 7 pe Pak ME A es Mae dg
Ae aed Pats PFC ISUrE, ANAS 7emperarvre. from THE
stresses Found Ly 7/218 ae Oe A
that rhe section covk’ 2 SAH i ea TM ToL
onorher revision with acrown thickness oF C0" ANS
RY ahs ee thickness of 50% was rade. 7: RM el Teed
OTe Mak eed hk bhp pee YAEL analytical merhog
clastic Fheory (2CMA/NG the effec? of Jemperaiuré
and rib shor Fening, a5 Fe Lineal analgss. THe
maximum stresses were obFained From AAA
nes for extreme rope and Loi7om L1Lre STrESSES.

ea mb hgh iy Ker
method elastic Theor y,and ThE aes) y eae AT
clostic arch, will be Found inthe se” val el aay
FO Lhe 79/2 POW
on £1le tn Fhe Crus / Engineering ly ase
Te, OPC OMT EMTS.

(2 Aaa Nts i = im SO i PSE gts ea
eg a COR in VN la ad the g
axa Vole la cred Aa ans hhh hha 7
Mea a ak aa ee ee 8

eae OF AG 3+ —— = = 534-5 3S 5-5 ++ 7G

Coordinales of Lrnear/irch----- —------ —/0
bl Wai YN eek ee eet tee eee 1
Tr eee aa ee el ag
lirch / Properties ave ol sak ks, eaten al teamed os
ye Lee mba Vag ah ET ee aed) “79 -— --/6
OT hn eae ft tte /7
Ce he co a Ses ai an Oa a eee 18

CompvTa7ion oF ff ----------—----------- 7
ae ae ae LLL a Le eo ey
VL aa mt he a i aan 20
Oni? stress dee 70 load oF 1000" 17 *oer 5g./n.----2l
tle: LINES — = ~~~ — + —-- - ------- Fad

ia tne aE eee ae ae OF eRe eee
Va Na Ie Leh ee Va A ea eo»

ress Wve Fo Jempera’ i oi ek 4 teeta Fa]
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Meher A er clei

a Moda As springing and lal dal da bao

MEE SO Ee nN ee eae eS
GELS Fe ee Fe ee

3 Draw LLC, CL U Po4G, EA DOL LE
ELAN eo ee Lee

4Llocale/ on BC produced so that B/=8C. Draw
Va eka has A Van ae i ed oe

WAY INA a Tee Pes eijpsetC € rhe segment?
al a a {AY a Oa FOP

6.0r veriica/ inierceers Let weer rhe Awo curves €
pPesing thre Fhe porrrs on Fuss segment loca re the
a Thre These points Jani cvrve of 127 races

LT Arve ports of svub-ovision of IC, erect verticals.
easvre SAese verlica/ oronales Fo terTrades curve
ak Te eek A hg A EA 4 C6.LPACG.

eee WalO TUL Io. s-A Lond ge Re ee eA ho oN

I Tn same monner as lintrades curve was /oca7ed,
loca7ve LuTrados curve-/7l.

Wale Oat eM tela
r]} bee ec*ragos curveAl at Kl, Lrkin Llack.

// Locete £ € ridblle third boundaries at each of rhe
6 o/aces on “he Aaffarch. Lrh 11) FeX

le Louw ot (1-2-0 70 Ssurtace of road way. Craw /1/V
Aortzonial ¢ fag off (70=V 7°26" Droo’ave 7o VC on
Vaal sok pt tee Veal OL FP

RO CE A ae bh
(ola aa AREA oF voussorrs Tracvial Fo
Nae edad dn a hom
eS Saale Lae Akh ee hh
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Va A ZIT L sto | Melee gee Nera ade ae do
Nh oa al ane TEA circles. THru rhese Ve
TOW Lo egs [22P2Ctl FAM ALS AAS VAT a ee
ertracbs vertica/ Zo ahah ss

'S. Ja bhulave @hove road way-as shown-rhe KA eo
oF voussolrs, Carth FUE Hve loads, CMa ha
100A FohLu/ar7ron 7o Vc of ¢.

16. Thre cenlers of each voussoir draw /ight verticals
Pe alee age sitha i CLM OO

MOP RY Ig <ey4 aa Mie aed aa
S00A COOK over entire Sy TP

18. Thro draw BO Tae gah Teche gamahelatts4en
Parallel ro, Fangen? To “ptar arch @7 springing.
7 Pts lecQles THe 7ri2/ pole O. |

19, Loca7e and Craw in sé py beikd Vig Ma AOL
C20 on each vrousso/ras Fol/ows:
Vad pe Af Md hd eee + Lortatil)+/ive/load
MaA- WH OF voUSSOIFS.
Select gc/e m ashortorsiance trom load //ne €

Craw string mea. Js? above @x7 ra0/os Craw
Se ae

Corres pONaN yA
Sches ae ag Py BO. ale va Ia Age
iA eaaie ma, tame sae 2

20.Case B. Lay off load line for entire arch ForZ.Loon
Ame ae oP ape An tae Le +lrlL) while 7D=

Z(LZ+E)

ah aa PAE a OL A a eam
pas ae aie 4rorm ler? sicle. oA

22S arding ar g of crown join, For pole 0 ped, CV ade

LeCVISE Cbs tion OF (Poole O Succ Ce eta

Bhai ae ee ce pel cg radial ror eae Aa) 1151 e
Vigod

ae mash ae nk circle Fhe potrts where
Vhese fines cross The radia/ Vie ¢ intersec? loads

E’Pk /N yaaa ee Pde a oan

las tO) es Ae AMC eM man te alae
Revisepos tion unii/ ot strings cross radial morlarjo:n7s

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TOO ea Cr a ee aa
Tae mad hn Ae Mead Le VE Ae Tos

 

 
 

 
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Ce)

Oe a 7
D

/, Bae Ad a of s/7é Sho WING Proposed loca Aion.

é Center line protile levels € protilesta) smal// scale:
Pee Bie 210° showing ee aol -foMe gc sey #) ee

patural! scale: /'=/0 show'ng grade of Stream bed
banks - proposed pa okt ber tbe RY ted aA SAPS

3. Selection oF hha ese walk widths - reasons for.

4 Desqné estimare oF pie Sey E es of pavement
Pg MW hae aap Bak /k3 € cbrbs, FogeTher with The
gesian Ees7t/malre of reinforced concreéle Floor For Svp-

00 F771 roadway & Sidé las
5. Design bbls ra Va pach kdhe ECSimare Ch ee ¢

gvan a Ae

OY LEO noing Thick eee
B fale golly AIS ti og Ski A SA sa Sipe SERIA
Wan CMe sae
2 Airala ze 7/@ PA a Le he eek
Ce a he Me tebee tO ae Figures.
CW aT RM MAM ld
exphining how & wh 53 Craw new sec
with (% oF Crown pss YO"?

2 fuk ah; pry wiles of new sectiong investigate by
Yop. a7 LEA 4 A

VW ae Ma ht arch thick-
ness, explaining howé wh Edrawup new OY Tes hh ha
re/ntorcermen*? percent saad desire ble. Scale/=F0:

oa a ehfe ey ee

Vay Ee Lab ;
Pe TA ta LAs AG ta ae shat ge Wa
erties of soringing &crowh sections € Those way

mille oF the 70 Sec70r7s a aes
Je. Scale valves es for @ach centra/ porn’ EE
FOAL Lh le sia len TO SIME ay oes 19, Os
on,

Va
Uae pe 4 ot Fhe /0 Otel eel ok a MEL 2
elas

ial a thot ae
tion, rerntorcing

ntcosPreral/ secvions. » |

 

EMAL Vea akg ENT ead

 
 
Ovtti ne. (Contd) 2)
lA ear gee progerl s ot pli de al MA alg
LIK Bey F Ft ae alah A a of Cach Secrron.
ew A ae Properties a3 tollows: 5 ee Bs
a teh : £7 ,% FX FI*I Pd
he a Ca a Ree pee eae ade fees
ne ea ‘

V6. Calevlase the arch consiants deperdent on loadin
alg Veewe ee) ey ah Ta ta eh Ade Ag Fae 4
AAR Ae Pe I Nee ae) af

UA TAA arch Va Aha) lL Th x MA RA
VO LER sa oT ae Panne ne

19,Lay off a load, “ne on Cag a wae
mz Ald Meee oe) el @sca/e aspossible

| Phe valves of Aérrvyonta/, Tat Oe ahi hibit
oe RATA eg lb Sa cel AAT
eels | ala 2 ela hed Ry ah

- one, / ( Le 3 | fe 1 , P

- . g0.Constroct on arch Siagram 7/e teem chal
loading § check 24 =a thal had OY Aha akhee

2 Scale From Force 014g 0 M5, & Arbvlate The thrust €
yn a) Lag) mde ie od crown €g righ? edge a
Ry a tle oe For aft Toad ings. . : |

3 Pat oad Ry tae ke eal 4 mee Pe PT Peak bhbeth Fa al
ems ae hea Lor al/ loads vse § a/50 TAG

Lh! pov
ee Ea hahah PT TaD hed ee

23. Tabholate the values ot 4, t & Eke For The Fe
Oy) he PP OT Ae A

On a s¢ole Te a Re ce hed Vel Lad

tte ae la en th EA the pornrs COrresponaing

ema Va Jp sakiated Seals re Sop whieh hile ts.
ee ae aabdah la wt maces alle
Lojes of 4, ky Bite For We Te hss hho
four Wagrans.

25 Lsitimale acival PP Ln aa OMe le

PS ala seh Ve Lae hee); eames

aC Td ee etal laeh “Vi Le

 

 
 
GML aad (33)

MLO LL MALAI OA MOMMA a ha
VA alrse ky Ay Se Se t,t, #, Fs curves for logan a
arch Gib fs Valeloh aa aM ete hee abode
Via hee Fo? hate 4 live log Joas 7o g/ve raximen
S7Tresses oF £074 kindl’s f- €%. Som tp rhese Stresses
ee the *ora/ mak stresses OF L374 kinds.
lartime#rer may be used For unitorrm live loads. Moh
aroun! € pos/ Pron oF sve load giving 17ak, STresses.

C? for arise of 50¥% ¢€afall of 07% compv72 The
aaa CO cm ee Mme A
tabvilate the valves of Phe Thrust KadialSheok €

lo SVomen? at the Fae spectre ae ah

A: WY ee ALL a ER ad de

SoecjKred wth akey Wagram Showin ba ahha
pao He (a oe Ae

ip iaek iri Moka LA ks

CB Tabviate Phe valves of 4 hi, for phe lemperatvre
changes 1 27 € craw wntlwence lines tor 7he same.

atta) TAL OLE a bbb heli
‘Point prowvcing “he (77ak ee A Adee dae
Oy er On aL we/g? lt Lh
Ame aMeed Lae ae ol RTE

WV. DUM a Ke (WF a mana esMons aS lA a ala
Wneqr @rch should Ze Sag sete, or arch Fhickne@ss
changed or reinforcement /ncreas7ed aa
ympFove *Thearch Fes147 Ve

WeGhKNESS.

 

 
KOOM USE ONLY

 

 

 

 
 

 
 

  

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