橋梁工程考試試題及答案

1、rbe.， ong Li Xi ang Liu ja pi g eemenay school mac206 song Li xang lu ja ping prmay scooi “ saey sysems tehance f_ ey protec prope a nd the lie ad propey saey of eaces and st udents scooi f ie saey ito -ytoy maagemet sdepi ng the flwig Ie saey sysem. , stegthen fie _y wme schoolor dig tote requt-ens

2、 of the Fr Seves “ sta .one has of keei g .e control saey, protect ng .e contr oi acata “ pr-ntin-epors of ie橋梁工程一一、單項(xiàng)選擇題（只有一個(gè)選項(xiàng)正確，共10道小題）1 .橋梁按體系劃分可分為梁橋、拱橋、懸索橋、組合體系橋。2 .橋梁的建筑高度是指 橋面與橋跨結(jié)構(gòu)最低邊緣的高差。3 .公路橋梁總長(zhǎng)是指橋梁兩個(gè)橋臺(tái)側(cè)墻尾端間的距離。4 .下列橋梁中不屬于組合體系橋梁的結(jié)合梁橋。5 .以公路40m簡(jiǎn)支梁橋?yàn)槔?，?biāo)準(zhǔn)跨徑、計(jì)算跨徑、梁長(zhǎng)這三個(gè)數(shù)據(jù)問(wèn) 數(shù)值對(duì)比關(guān)系正確的是 小。6 .以鐵路48

3、m簡(jiǎn)支梁橋?yàn)槔?，?biāo)準(zhǔn)跨徑、計(jì)算跨徑、梁長(zhǎng)這三個(gè)數(shù)據(jù)問(wèn) 數(shù)值對(duì)比關(guān)系正確的是 *。7 .橋梁設(shè)計(jì)中除了需要的相關(guān)力學(xué)、數(shù)學(xué)等基礎(chǔ)知識(shí)外，設(shè)計(jì)必須依據(jù)的資料 是設(shè)計(jì)技術(shù)規(guī)范。8 .我國(guó)橋梁設(shè)計(jì)程序可分為前期工作及設(shè)計(jì)階段，設(shè)計(jì)階段按“三階段設(shè)計(jì)” 進(jìn)行，即初步設(shè)計(jì)、技術(shù)設(shè)計(jì)與施工設(shè)計(jì)。9 .下列哪一個(gè)選項(xiàng)不屬于橋梁總體規(guī)劃設(shè)計(jì)的基本內(nèi)容橋型選定。10 .常規(guī)橋梁在進(jìn)行孔跨布置工作中不需要重點(diǎn)考慮的因素為橋址處氣候條件。二.判斷題（判斷正誤，共6道小題）11 .斜腿剛構(gòu)橋是梁式橋的一種形式。（x ）12 .懸索橋是跨越能力最大的橋型。（V ）13 .橋梁設(shè)計(jì)初步階段包括完成施工詳圖、施工組織設(shè)計(jì)和施

4、工預(yù)算。（x ）14 .橋位的選擇是在服從路線總方向的前提下進(jìn)行的。（X ）15 . 一般來(lái)說(shuō)，橋的跨徑越大，總造價(jià)越高，施工卻越容易。（X ）16 .公路橋梁的總長(zhǎng)一般是根據(jù)水文計(jì)算來(lái)確定的。（V ）三、主觀題（共3道小題）17 .請(qǐng)歸納橋上可以通行的交通物包括哪些 （不少于三種）？請(qǐng)總結(jié)橋梁的跨越 對(duì)象包括哪些（不少于三種）？橋梁可以實(shí)現(xiàn)不同的交通物跨越障礙。最基本的交通物有：汽車(chē)、火車(chē)、行人等。其它的還包括：管線（管線橋）、輪船（運(yùn)河橋）、飛機(jī)（航站橋）等。橋梁跨越的對(duì)象包括：河流、山谷、道路、鐵路、其它橋梁等。18 .請(qǐng)給出按結(jié)構(gòu)體系劃分的橋梁結(jié)構(gòu)形式分類(lèi)情況，并回答各類(lèi)橋梁的主要受

5、力特征。橋梁按結(jié)構(gòu)體系可以分為：梁橋、拱橋、懸索橋、組合體系橋梁。梁橋是主要以主梁受彎來(lái)承受荷載； 拱橋主要是以拱圈受壓來(lái)承受荷載； 懸 索橋主要是以大纜受拉來(lái)承受荷載；組合體系橋梁則是有多種受力構(gòu)件按不同受 力特征組合在一起共同承受荷載。19 .請(qǐng)簡(jiǎn)述橋梁設(shè)計(jì)的基本原則包括哪些內(nèi)容?橋梁的基本設(shè)計(jì)原則包括：安全、適用、經(jīng)濟(jì)和美觀。橋梁的安全既包括橋上車(chē)輛、行人的安全，也包括橋梁本身的安全。橋梁的適用能保證行車(chē)的通暢、舒適和安全；橋梁運(yùn)量既能滿足當(dāng)前需要，也可適當(dāng)照顧今后發(fā)展等方面內(nèi)容。在安全、適用的前提下，經(jīng)濟(jì)是衡量技術(shù)水平和做出方案選擇的主要因素。橋梁設(shè)計(jì)應(yīng)體現(xiàn)出經(jīng)濟(jì)特性。在安全、適用和經(jīng)

6、濟(jì)的前提下，盡可能使橋梁具有優(yōu)美的外形，并與周?chē)?環(huán)境相協(xié)調(diào)。su-nts t re sect socca e hcsand .ios eeuai ons, maitad out i I adda nne. 4 actviis fori he meas of tasort shouning publi c or de, and fgt t he bad guys and grsp thecre ct was ad mns of maitaiing and mpr on ng s_et s slf ca e abiid exla n the si ， Ichool o cmpl y wtnei

7、c e saeyreui ets befe te l ne for rea 5 ecl act- mus h y 6, t h e esalisme nt of emegeny rscue e-scurt y, egecy rrsponne pa n fr ients6, Iof tacces,pcncshkin scool s onhgh alet and de ploed，ng Li n XXa I g Liu Ja pi ng eementay scool Mach -. sng Li n Xia ng Liu Jia ping primay scool ttaces ad su nt

8、s o.aizatons ou of saey manaement .ng,picnicto ppy atet tie prree nton, iood poisnig , prreenti on of al Iccdes 7, the ictvie s nea te riVes esevoirs no mesue s or do lot mee telecui, rrqurrmesI f te Organictvies nee一一 / - -l -s,for eampe, haasmet- l .o te -ld elaiey ar or aciiis e.I. . Ill. 1-橋梁工程二

9、一、單項(xiàng)選擇題（只有一個(gè)選項(xiàng)正確，共12道小題）1 .下述關(guān)于裝配式混凝土簡(jiǎn)支梁橋特點(diǎn)論述不正確的是：跨度適用范圍大2 .鋼筋混凝土簡(jiǎn)支梁的跨中預(yù)拱度設(shè)置方向是：回上3 .用剛性橫梁法計(jì)算出的某梁荷載橫向分布影響線的形狀是：一根直線4 .剛性橫梁法的基本假定為： 橫梁的剛度為無(wú)窮大5 .單向橋面板是指長(zhǎng)寬比等于或大于2的周邊支承橋面板。6 .主梁中配置預(yù)應(yīng)力束筋時(shí)，需要作出主梁的 內(nèi)力包絡(luò)圖。7 .在公路多片主梁之間設(shè)置橫隔板，其作用在于提高橋梁的整體工作性能8 .橋梁設(shè)計(jì)和施工中，要進(jìn)行強(qiáng)度、剛度和穩(wěn)定性驗(yàn)算，這剛度是指撓度（變形）9 .橫向分布系數(shù)計(jì)算中杠桿原理法的基本假定為 橋面板在主梁

10、上縱向斷開(kāi)10 .混凝土預(yù)制簡(jiǎn)支梁橋主要的施工方法不包括陸地轉(zhuǎn)體法架設(shè)11 .混凝土現(xiàn)澆簡(jiǎn)支梁橋主要的施工設(shè)施不包括 掛籃12 .適應(yīng)于較大跨度混凝土簡(jiǎn)支梁橋的主梁截面形式為箱形截面二、判斷題（判斷正誤，共6道小題）13 .計(jì)算主梁的彎矩和剪力時(shí)，可在全跨內(nèi)取用相同的荷載橫向分布系數(shù)。 （x ）14 .橫隔梁在裝配式 T形梁橋中起著保證各片主梁相互連成整體的作用。 （V ）15 .簡(jiǎn)支梁橋是靜定結(jié)構(gòu)，結(jié)構(gòu)內(nèi)力不受基礎(chǔ)變位的影響，因而，能在地基較差的情況下建橋。（V ）16 .鋼筋混凝土容易開(kāi)裂，不能用于車(chē)輛荷載較重的鐵路橋。（x ）17 .混凝土簡(jiǎn)支梁中，板式橫斷面可以適用于跨度較大的橋梁。（

11、x ）18 .剛性橫梁法適用于橋面較寬的橋梁橫向分布系數(shù)計(jì)算。（x ） tci，l nns,e - ipment ise ctons found hi dden i tme for ectiaton, mai ntea nce, and ieicuiy 9, do not use a I openfeint he ca ls.om,pr ohi bi burig soe,i - ndesmos - t reekntno sm okig, and bannig m-.w.ng. Wi hout us ng ay I oiuehok aplaccs s not a iwd. lw on cam ,

12、usa - m - bes mus ladb， pe,a nd idiuae iesand icken eldyt fe. 11, houseod uleofgls in sicools to m-teprope usge ppy ateton t te lek proof, ixplIson prof, IerooI clsig ale afe use to ensue e_iy “dinig room mus be LiaHe d, and anuattesi ng of presue vesels t o e.lay ceckthe cate n w.e s mus be cei ,sr

13、 ctybyopeain opeain.g- ank andsto - saey dsance of 15 mees, to preent iccLets 13, the aese conne Lienies ca uued bygnorng iesaey e.lainsw be puni sed, unti iestggae d for、a esonsii iySong Li n X ang Lu Ja pi ng e-etays.oolMac H6 XXag三、主觀題(共4道小題)19 .請(qǐng)歸納簡(jiǎn)支梁橋的主要特點(diǎn)包括哪些？簡(jiǎn)支梁橋的主要特點(diǎn)是：受力明確（靜定結(jié)構(gòu)）、構(gòu)造簡(jiǎn)單、易于標(biāo)準(zhǔn)化設(shè)計(jì)

14、， 易于標(biāo)準(zhǔn)化工廠制造和工地預(yù)制，易于架設(shè)施工，易于養(yǎng)護(hù)、維修和更換。但簡(jiǎn) 支梁橋不適用于較大跨度的橋梁工程。20 .綜合題-計(jì)算題3 （僅限道橋?qū)I(yè)）：一個(gè)30m跨度的裝配式簡(jiǎn)支梁，已知 其1片邊梁的跨中橫向分布系數(shù) mc=0.8，試計(jì)算其在公路I級(jí)車(chē)道荷載和車(chē)輛 荷載分別作用下的跨中彎矩值。并對(duì)比二者的大小關(guān)系。車(chē)道荷載和車(chē)輛荷載簡(jiǎn) 圖參見(jiàn)附圖。（計(jì)算中假定計(jì)算跨度也為30m；不計(jì)沖擊系數(shù)；不計(jì)車(chē)道折減系 數(shù)；并假定橫向分布系數(shù)沿全橋均取相同數(shù)值） （10分）公路一I級(jí)：尸K = l80kN, L pK=360kN, L50mPk =（線內(nèi)插值,5mL50m公路-I級(jí)：& =0.75二公路

15、一I級(jí)值P* 公路一I級(jí)； IO,5kN/m詼公路一II級(jí)：gK=075*105kN/m參考答案：根據(jù)車(chē)道荷載和車(chē)輛荷載中的均布與集中力大小，計(jì)算出 30m簡(jiǎn)支 梁的跨中彎矩。均布荷載跨中彎矩公式為 M = 1/8*q*L*L ;每一個(gè)集中荷載產(chǎn)生 的跨中彎矩按結(jié)構(gòu)力學(xué)公式計(jì)算或依據(jù)其產(chǎn)生的支點(diǎn)反力后進(jìn)行計(jì)算。In aide i e nnue naimal ea Lhi ng ai de ng .ei s heai gawh, enuig i hai nai ana (pi apey s nai ls, ipeeni ai miimi ieaLcuiel ceaf sae- auLdei s

16、flw ihe peeni ilscue _U aie i, ensue sa- ad iedue lsel pin.ipe a uLdi ng ii. l I ca l undii ans male i he maaeme ni ssim. 1, i he pi n.ipa is i he esansbii，af sUaal - feysLaal secuiy unde ie lla shi af Pisi deni suui，w ai la dig giu. The he- ia Ue iie l(a - shie-is ilspansilSUaal s udens epai mjiauL

17、de ni wihi n an hauiaf (d . ain. si_ei iu a nd dia pppaa n.es ia e pai； ie 1ai af ihe a cui dei ia a wie n epaii i ii ,ae, a LaiieLi I na ce nie a palLe siain, a i awshi p pe apl, Gavmeni shal nai unnea ihe auieI i 4 iaLhes aeI n ssim, es Ils ad mpieie ea-isi-ls sieghei Ie e duuain, maa - me I i af

18、iaUigluiviesiluhaal s ia e nsue naima ieuhigaidei esansbe fai luhaalsa- ladei s, awas ma niaie.-L|.|l-.-dLL-L. i . .n-I L - 一一 -.1.1._ -一i-LiL IL.I.I 1 - . I.11 he sLaal i uls and eg ulains an ime anime hame i a piiveni iucide ns 8, luhaal i se Uians an a eg ua bbss fud hi dde i n iime and i seee ca

19、ss, ii s had iapaiiLpae i n ie l. eiaians aeabe.ss l as paiiiaig iang Li Xi ag Li. ja pi g ee.enay -h，- mnaii e sLal wikaU 20 16 sngw.uiapp.-iI f ie CcieLi ana C.eieLi xang Lu ja pi ng p_ay . i eh.,sLaal pi nU pas Lanleni wiauinLe f. saey iazaiI n. Wiauiihe piapei，a nd ihe ie adappiaal af iHeani dep

20、a*eis piapey eaLes aaiganies - eisia paliLnd s udenis sUaafe iipa. i fie fgi I g, dssie ieef a一，” 一，.a-.ei. snd sepiI n. 7, sUaas shaudouae sudens i abb，ingihe flwig ie . , siegianime hame i ame suaal aaa piiveni luUde ns 8, luhaal idig i ie - ui-es a ie Fi Seve Linss Au, s ia eeyne haan a eg Ua bbs

21、s fud hiddde i n iime and ie fi,mpl emeiaian af ie aucunabil，ssim. sLaal manih，s udei kawed- aaui aafey e - uain, e - uainsaudbe d i sfid id .laae Laniui a nd d_i Li palce siains ca nvass ng palcesiain an sUaal (afe，and hep 5, sie ngie .ig iia Lhes maia e . -1 I emiae immoiapia-i ng ie -ni a ie peia

22、n, (1a.s a ieUasd, and ieiid ia iI e l-a ieples Ga - imei, ed_al an, and ueaf law se Uin. 9, ie sUaalshaU d H .ducain, eta blUek tuiUi uaian fi si uiels af La ses pe saul d be ia. ，a Laybls a de duae d lve impiaving e quaiy abse - ihe s_es ps，nai was ieaiing wlls lands iaii ngs hadais daaisan mre .

23、i _ie s delng wi h e-ai Ge nnrll sefhel1ad mua e kawl. dge Emegenuy - lUhalgua Uhage s a ay . a nd iae pi ei.e * na U a pui.ni ad L _ Ui a punismeiI 一 一.一.W da , sii use s ad a aiey af saiis eiacuiiculai auivis, a uliis uu - ie saey ifaouuues(uu - 10,1，CD, ad.a an)uue umman sene ie duain.，i he e bls

24、me niaf maai a uLeni e paii ng s .an sudes, s udeni aui af ie Llssaam, sLaas ma， nai be 6 unis ai de 1ames use sudeni See piapigadaaiL-. L . . -I r . I . . I . I - I . . . . . . _ _- L _I _ -. . I .iey epai ad dualin ia ensue iaiiia Lhes and sudes wik e an, l e nuus ad faiiies ae sae and21.綜合題-計(jì)算題類(lèi)1

25、:（僅限道橋?qū)I(yè)）1.5m+ 2.0m+L8mP/22mP/2_L8m_P/2L 5mLu ja pi ng |ie _p_ suiundig (afe，mang-eni s，s 1 i_ Ues and sudei. i he suiudng aia af ie luhaal gveia n.e .av pesna a nd faadafuas ai ihe e Lui 2, e U a uv，shau d hhae a spec). iesanniii，pp，aieian ia i he pe sns Ige, phhsial mauh. Rau. 3,s, luain, fed luve

26、s saud be uai.hhgee , .uiua nis ad ai hei aseUs i.g d gavena n nisia ie se.i saua .hUsand e-ii， ege.，iispanne pa n fi ie nis 6, pUnUs hik ng, pi.ni. ia p. aiei in i ie piew nin, laad paisnig , pieenii an af al - Udes 7, ihe - ivle s nea ie iies esevai. nameBues ai da lai me. ieleuui，iiquiimeiI f ie

27、Ogani zain a nd nai e sude nis ii i he waeUe an.， wi ie - Lei ansi luhaals saud al s pa，aeianievianme nia is. Lians ne a ie . pus faund iia ievew ihe piagi-me af aLivies - eemei. Ogazaini a ie -ld .aie，ai ai auviis .difeeni siuai ans epaiid sLaal下圖為一雙車(chē)道布置的多主梁公路橋橫截面布置，主梁間距為 2.0m+1.5m。試采用杠桿原理法，求 3#主梁（

28、中梁）在車(chē)輛荷載作用下的荷載 橫向分布系數(shù)mc。（10分）luiii，l nns,e - i pmeni inse clans faund hi dden i iime fai ecliaian, mai niea n.e, andeuui9 da nai use a I apenflmeini he .aIsiam, piahibi buiingsae,i ca nd. masquii i.e.nina sm akig, and banning mm.wing. Wi haui us ng a，I auehad apla.cs s nai a lwd. lan cam ,usa m bes

29、mus ladb， p.,and Idua. fmlesand Uiden eld，i fe. 11, haus.ad uueafglsin sUaals ia misiepiape usg. p. aieian i ie lek piaaf, plI san piaf, feiaaf LlsingnLeaf 1，me ,ia pieeniluUdeis “ihe a e Laniequences La uued b，、naing iesa- egulainswl be puni sed.uniii-Kgae d fai lga esansibii2L Sang Lin X ang Lu Ja

30、 pi nge-eia，sUaalMaU H6XXagha ie jble ss mganis fam iu. a.s fai pl. haasmeniaf sudes a nd a -， af a_ie I s,-uid uan Cai. .inalCe I .i agiied ia mp.pu，Die Eduuaian22.綜合題-計(jì)算類(lèi)2:（僅限道橋?qū)I(yè)）如圖所示為一雙主梁公路橋的橫截面布置，行車(chē)道寬9m （即1.5m+6.0m +1.5m）。試應(yīng)用杠桿原理法，求解任一主梁在車(chē)輛荷載作用下的荷載橫向分布系 數(shù) mCo （10分）車(chē)輛荷載橫向布宜主：梁跨中截面ctriOylnesequip

31、ment ise cions found hi dden i tme for eclialon, mai ntea nce, and secuiy 9, do not use aI openfameint he ca as.om.pr ohi bi burning Sove, ca n-smos - . repelent,no sm okig, and banning messyw.ng. Wi hout uS ng ay I ouehod aplaces S not a lwed. 10, IVe o n cam | us a -lymembes.m - ladbyexample,a nd

32、educate amlesand chiden eadyt Ie. 11, houseod useofgas in school* masterproper usage pay ateton t Ie lek proof, xplI Son prof, Ireroof clsig valve Her use to ensuese - .y 12, dinig room mus be quafed, and anuatesi ng of pressuevesses, t o eguay Ueck the catee n worker s mus be cetiied,sri cly by ope

33、ain opea.n.g ank andst ove saey dSance of 15 mes, to prevent accdets 13, the aese con quencesca used by gnorng .esa- e.a.nswIbe puni Sed, unti ieUggled for ega esonsii Iy Song n X ang Lu Ja pi ngeemeayschool Mac 2016 XagIn order to e nsue normal ea Scool s u ns epor mjr_ L I . . I . . P-ICp-e in te

34、ce eratons a ng sudets heat h y go-wh, hi n an hour of ld ain； studet ru asl a s pariiaig ir-be. s ong Li Xi ag Liu ja pi g eem.nay 1chool mnott e sCal WrkaC 20 6 snge-ig t hat nH ona (r opety S not lS, I pelnt or miimize teoccurel ce of s y acC det s flw t he pel n. rrs . e m C ote r, ensue saey ad

35、 re duue ls prncip. a ccdi ng Ite lI ca l cndii on* male t he manaeme nt sstm. 1, t he pr ncipa is t he esonS biiy of sCndd. pppaa nces to e po.re 10r of the a cci det to a wle n eport i ti , ，a correCi I na ce nt. a pol ce stain, a t o-wshi p pe opleS Goverme nt shal not cncea the acieI I 4 ta ches

36、 ae I n .y sstm, eS blS ad mprete .a -sials steg het he e d 一 -.1.|._ i-LiL il.i.i 1 -i.- u - nS I obby t he sCool r uls and eg ulainsw.outapp.vaiI f te CcreCi ona C.ete , sCool pr nC pas connent WtoutLi xang Lu ja pi ng nay scool i. 一 t nc.f. saeyoraizai I n. Wtout thepr prop.ry a nd th. le adappro

37、val of re.,ant de parmets .prope，saey of eales aorganizesudets to palic pae i fire 11gtI g, dsste r m f and s udents scool i. saey it一，to day maaemet, snd s in. 7, sCoos shoulde-pie sng the flwig i. ey 一 . 1, stegton tme：；-agsCool se _iy unde tella deship of Prsi dent scuiy w o. la ding gru. The hel

38、d ta Ce Ite l shiei srrsponsilaageme it of taCigIctvles i ichool s to e nsue norma techigorder .sons be for ichool lader s, awas ma ntaie i - - i . i- - - -.iL . . - iLs e ss, i is had toon-e home t o prevent IC nt. 8, ichool II ol e scool 0rdig t terrquirmes of i. Fr，e -se Cions on a eg ua bbsis lu

39、d his ，s ta _none hadde i n time and is ofI g ie 10ntol .e ir,mpl emetHon of te accunabily sstm. | sCool monthy S udet kow. dg. aout - fey e - cain, e - CainSoudbe dier Siid i- e d clo- contct a nd dSti ct polce stains ca nvaS ng Surm te pokestain on sCool - fey a nd hep 5 Sre ngte .ig tta ches mora

40、 e一. -1 I ad toemiae imm-iaeypr01ct ng i. cnt ol -ii- i.p. ton. r.0 rs of i.Usd, and reortd to tI e 11a ieples Go - rmet, educat on, and ueof law se Cion. 9, te sCoold in,eSya bl cek teier- Iduaton ir st udelS of -s-s pe Soul d be 1aletd. To caybls a de dccae d lv . mprovi ng e -main quaiy obsee the

41、SudeS psynal was reaiing Wls I onds rrii ngs hadris doorsW do , sar cse s ad a . of sorts eXacurii _ue s delng - hlduaton inneal selhel 1and .a e ko-we-e Emegency cals(-c adio on)u- cmmon se - iege s a ay tme a nd ta. pr etmla - es no c a pui Sme nt ad cover croa puniSmeton SudeS, S udent out of te

42、clssoom, sCooS may_lar acivis, a cltis I，b，opeain opeain, g- ank al be punised, until iestggaed for、n esonsiiiy Song Li n - ang Lu la pi ng e-etay sCoolMaC -agLu Jia pi ng ee ntay | ie Upps surundig 1，maigoentsystm 1ttaCes and stdets t he surudng arants ad ot her aseCs ie. d govena nne salobta n we

43、ad ful copeainof te commuiy. On teChoos soudsoul d ppy ateti on I t I e sa- managgment of ichool eI vrnme nt, soud Ike the iiia Icnttc Ie disrC poke sain, towsi goveI met si managgme I t ad ote depames Id a go. job mangement. 3, ta Ce on.yWt te - cet ons i ichools soud al s pay atetonteviha te joble

44、 ss mgants fom ru. aes for ple harasmentof sides a nd a ues soud be cariehhgiee , cutua O - ntsto re seitsoCa ed out i I adda nne. 4, avhCs and 11orrd. I sCool w or a te s-e tme, _ l _ l. l -he vllge Ccmmite,C.oreCiona lCeetesem or niat on a Ciiis b.-weI techesind Sudetzain a nd n le Sude nts it t he e. . , ! _ . - . . . . . . . L . . .onme nta ise Hons ne a te cpus found titvies igeed uon Core cinalCe I .r lagred to mpe met. Ogazain t o te -l. r . . l. ._ .d elaiey ar or aliiis el. . III. rbe.， ong Li