xt7bzk55f62g_102 https://exploreuk.uky.edu/dips/xt7bzk55f62g/data/mets.xml https://exploreuk.uky.edu/dips/xt7bzk55f62g/data/61m145.dao.xml Perry family 4.7 Cubic Feet 11 boxes The Perry family papers (dated 1800-1952; 4.7 cubic feet; 11 boxes) consists of correspondence, accounts, business vouchers, bills of lading, receipts, and legal documents relating to Fountain Perry's river shipping business and Roderick Perry's public service and law career in Gallatin County, Kentucky. archival material English University of Kentucky This digital resource may be freely searched and displayed. Permission must be received for subsequent distribution in print or electronically. Physical rights are retained by the owning repository. Copyright is retained in accordance with U. S. copyright laws. For information about permissions to reproduce or publish, contact the Special Collections Research Center. Perry family papers Inland Water Transportation -- United States Bridges -- Design and construction. Bridges -- Kentucky Business records -- Kentucky -- Warsaw. Shipping -- Ohio River. Shipping -- Mississippi River. Boatmen. Bills of lading. Smith Bridge Co. Diagrams text Smith Bridge Co. Diagrams 2015 https://exploreuk.uky.edu/dips/xt7bzk55f62g/data/61m145/61m145_11/61m145_11_6/61m145_11_6_133/61m145_11_6_133.pdf 1878,1882,undated 1882 1878,1882,undated section false xt7bzk55f62g_102 xt7bzk55f62g l L
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SPAJS- l T F S M I l Movtng Load per ,____, Sedfeet of Hoor,,[é0Qlbs.
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Full lchulh Of Qvwh é ,0 , _:"*°"“% Dead Load, per lineal foot of bridget5t;Qlbs.
Length from centers of Bridge Seats ,,r,, £ rri. S ` Strain. ircn in tension pounds per
Number Panels in each Truss-, H l I Q W T R U I N R D G E Squaw mch Of Sectlonal amd'
Height oi Truss .,,,,,,,,,..,~VVV.##~~Vrr -·-» l —* i _· a · ‘ Strain. iron in compressionZ€[??2 _,__ pounds
/ . . .
Wttlth of Roerrlwqry in clear, ____ooooooo, /__é __,__ ,. __,. lA/high we propose fg ro.. _.._o..,..oo__............ . per square inch, reduced with ratio of length to
" I ‘~ least diameter by Gordon`s Formula.
t I l Shearin r Strain not to exceed, ounds.
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` l ` J /$¢€ Gt Q<><>\\`lEl{ (`l·l()l{l*$ to be links of , iron ot` panel lengths. Heads to be enlarged so as to give cccrc ~.ccc..c» tc. cc.c .["O- ccccc..c inches wide, laid and hfiiily Sl¢il<€d W jcist.
. . . . . . . . / . a .
at least ten per cent. more section outside ot pin hole than in body oi link. FlnLL(lF] l’Lr—\NK to be of ,__,__,, ,_.....,o,....... t1mber,,.,,, ,,,, , X ,.,., _,_,,,,,__ inches, to
lihll l’(,>S'l`S to be constructed of two pieces of __,,_ ,,inch channel bars, plated. Cxlclld tlis will-C lclmlh of Midget Zzld lO‘ be b"lttCd te the HOOK
l\’l`l~]l$)ll·]l)l.\'l`E iéosrs to be marie or,,,Q%e,;,,t3/axjé,fZi,,tte,er_¤é4QA·r.~;;..fo:t of floor,. .... e., .........A,_, _ ______ pounds,
· , I I _ _ .
Full length of span, ___,___A A ,, ,,,, r A _ ee ,, A ,, , , A ,,,.r -.-/L'.! ..............,.. , G O · O G O9 • Dead Load, per hneal foot of br1dge.. ........,_. e .....4 3 , ,, ,,,,,,,,__ pounds
Lcllqlh {l-Om Cclltcl- to Celqtcy Of bridge goats, _________ _ __A_________4 _7j _______________ _ ____ I I E wr ° '°' ° H rr l Htrain, iron in tension, ,__..,. Z"-, ..,.. .f ...... l>OL1lld5 per square inch of gectignal area
` SPECIFICATIONS FOR HIGH TRIJSS IPON BPIDGIJ I
Number of panels in each truss. .,,,._4,. . ...4AA.A............A.......#ii.,ii S .......4.»..~..»..».. I 4 I \ L \ * I Nfilinl iron in €0tnp1`©S5i0n. .r,,. ,4 #.## t. iiiii V ,A#.4 pounds per square inch of sectional
Height of Truss, ____e,_,__,v_ee,e,e eeee.A._e_,,e,e_,e....___.ee__..eA.,__ ee.e,eeeeeee. AA a... _. I . WHIHH WE PHIHIOSH TO HHH‘H FUR area. reduced, with ratio of length. to least diameter, by Gordon‘s Fonnul;l_
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\\'lLltll of Roadway in clear, _,___,A___,,_,,_,_______,_,,,,,____,__, e ,....__, /:9 ....,,.,ea,,....._.,,a . 7 ·"rA‘»' _V»rVVr l Vrvvrrr rrVAA _ r_Vr I in by __rr ln, },_ __ r _ Willa; gv y_ _ r____ l l_ _____r__ 4 _ _r___r _ __ _ __ 7 _' H rr _ _ _ l_ r_rr_r_____ I ___rV__Yrr__Yr_r______ I Slieartng strain not to eNcecd-. ........................ pounds per square inchA
. A -&"ce [aff ’#W‘4t?i”` ""’"l/ a% »>“£ » qw
tf t·// /*9 ~ I wt; 7 /, lu; · _ lr , I Lg; yp;/nf ; Air`? %"*& %n»l(llhl`> to be of bootl sound _,,, ~ ,,,.r._ _ ___,,,,,,,_..,.,, timber, ,,__,____ A ,,,,,, xA_ ____________ inches, laid
vertically, ,; _,r,__,, inches apart. On upper flanges of channel bars a plate of iron, full width of I . ._.. ....._, inch_ ____ ,:242 ,,,,, ' LL ,__,,, iron, with _,,,r ;,,_Z,;,wA ,ll____,,, Atrussing Ao ,,r,,V x ___fYQem inch iron llmwlmdlmlly ml lll/mr bCllmS_ irii AJg_AL___illCllCS mmm {mm Cemcrsl
chord, and to the lower flanges of channel bars, transverse ties, _,,,,,l_ :,1 ,_,,e Ax__,e-Q ,,,,,r._. inches, riveted to bars. Girders to be securel connected to uaaer chords and end aosts. I .· > r — , ~ t /..· · . · · t ,
— Y II I l I l.Ut>l\l\LANl\; to be of »Il*twA"L4i·_l>!iL?_;1“{"lllbl)Crl rrii gnwmlibcllbsl to Cxlend
so as to give at least ten per cent. more section outside of pinholes than there is in body of link. L.\'I`ER£\l, RODS to be ofA,A!;,/Qs AA,AA inch round iron, with A,,, Taj; {Act; A,,rQ1A;_·__( eeeee {ee, AAA__,AAAAA,AA the cmlm lcllglb Of bridge, and to bc bolted Securely lb HOOK
END I’(>S'I`5 to be constructed of two pieces ofA _________,__,__ inch channel bars, plated and tied I rod for adjustment. / ll HUB l>lJ_\Nl{ to be Ol, iiii l}Q14é_;vm >_>_iii timber, iilri_ jul x_ ii__ I i_l__iii_ { bcbcgl Secured to posts
in slum mmmer as upper ChOrd_ I LOWER LAIERAIA. Compression Members to be ..._,.. .,,e Zeta ,__, 5 r,AAA · `A1,AA!_,,;,,!;' _,A,A_,____A____ A I ,, ll llwlwg Wbwc we floor
... , ` t . X, .. l . yx [Xl r [ » w : · ’ I -./I; ig y /t i (/;~,·_a I y' `I fl I li VV dal"--U li i t I i I
IN lEI\Mhl’IAl It *I()blH to b“ Ol —————· 4*li-—’—-·——'—·—¤€—;# --—»---- -—##~—·—~#e»~##·-~---——-#———~—————#— I F;O‘}*‘ FLAME [O, be ‘°‘‘‘‘‘`‘`“ ( `'’‘ » ‘''`'‘`"'`’’W'''’W'’'’“‘’‘``‘`‘ List W‘''’W 7"ZfW$‘Wi “‘WWW’° QJWL c''‘“‘“‘‘‘‘‘ ¤l I’AlN'I`ING.—‘l`he whole structure, except floor and joists, to be thoroughly painted, with
. . . . I ., __; / ¢ V I _ _ _ _
· --~»e— — —#———~——/— » ——#»v#——-————··#--——--———#———-—-e#—V—— ll€ld m POSmO“ bY chord Pm$· I ‘‘‘*‘‘“‘ ‘‘‘"‘’“‘ l;‘hH’"i WWWW ’'‘‘ WWWWWW W’'``’‘ W W’’’’`’’W'‘''''W’‘‘ ’ ‘‘’‘‘‘‘‘`'"‘‘'‘’‘’‘*‘*‘`‘‘’*‘‘ t‘ `‘‘‘‘`‘‘‘‘‘‘‘*’‘‘‘‘‘‘‘"’* ‘l n6Al___·-wgocd coats of metallic paint and oil.
, [ . . . V _ suspente rom c or pins y ie eam angrers. _ _ _ _ _
TIE RUDD {O be O{";t‘·‘/‘f‘f* srttr Mr Hf-mi COHHECICH with Chord IHHS at H-mer md upper endl 1 PEDESTAI S l b t t I I E d . I All materials and workmanship to be of best quality. Bridge guaranteed to be in accord-
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(AOIIX l ER RODb to be of round iron, connected with chord pins. and to have sleeve nuts _ _ _ C S L S Ol D HS _ _ l‘ amt “.ith Hbmc dlllqmm_ {md to CMI-y :1 moving IOM] Ol i_i__l __l) ; _ii__ lwllllds l,€l__Q_._;__4__;_
. . lr ._ _ All joints in upper chords are planed and fitted so as to insure perfect bearings. I _ ` _ _ _ __
m lmdy Ol mi for &dI*l”lmCm· I R . { d I. l Z / . h .1l b d ll . . I . , ` foot of floors without straining materials more than specilied above.
z . . . r. e . ._...,.. ee- ; M:. e- . i · . ¤ J r ~
(jl·lOl{l> PINS to be of A,__. flax; .._.,. inch round iron, turned so as to fit perfectly the drilled I A Cl OICG an Sp me P at S 1 LJ mc M C use at q li) m` um Pm Lmmtcmms Pl, l,_//I U Q [ W Z
holes in chords and tie rods I m upper chmdi . . . . . . . . l Us/m'/[Ly A IU//H gil
ll l ' _ N " I l I _ I All Posts where they connect with pins will be reinforced with plates of sufficient size to give I gully ];{l{lDGI£ COMPANY,
Ialm\NI IIAXGERJ to be eeer ,/,,14 e_,, sinch ,,,,A [1 _A___,,,A,,,, iron, bent over chord pins; ends to I required Secliml rl O /l./ Q K P I Y, / I A
. . . A . . . ; . rf · I U ·. ________ ;__; ________________ __
pass through plate. ....... I-: .... .x.. t.... 1 .ttt.... inch on which floor beam rests, and secured by nuts. I For size and dimensions of members see diagram I 1OLl‘DO’ HlO""’ ‘`‘`‘‘‘‘‘‘‘`‘‘‘‘‘‘‘‘‘‘‘‘‘‘ ‘[ 7 U “’ ’`‘‘‘
SMITH BRIDGE 00.
SPECIFIMC/\TIOllll](lS.
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