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Y*4*4*4*3 (Qont'd)(November, 1983)The second categoiy t entitled PrestrassedConcrete Construction, covers oi>~site prestressingwork* Main contractors engaged on projects involvingprestressed concrete should either themselves beregistered as specialist contractors in this category,or should be required to engage one of the specialistcontractors registered in this category as describedin Volume II Chapter 5 Appendix 5 "to carry out theprestressing works*4*4.4*4 Shear due to prestressing tendonThe vertical component of the prestressingforce in a tendon produces a shear force in themember* This shear force may be taken asVp « P sin 04«4«4«5 Secondary momentswhere P « prestressing force in tendond « inclination of tendon to thehroizontal?p m shear due to force in tendonat the point under considerationThe redistribution of elastically derivedmoments for ultimate limit state analysis is permittedwithin certain limits by IS 5400 : Part 4*Secondary, or parasitic f moments in indeterminatestructures, which are not lost under conditions ofpartial redistribution, should be included in any suchanalysis with a partial load factor of 1*0*Secondazy moments in indeterminate structuresinduce reactions at intermediate supports which areadditional to those generated by dead and live loads*These reactions give rise to shear forces which mustbe taken into account when determiaaing the total shearforce at any point in such a structure*
7*4Appendix 4»4»1 - p»1(November f 1983)SHRIHKAGE OF CONCRETEBecause experience showed that the allowance made forshrinkage in British codes was insufficient for Hong Kong conditions fexperiments were made f in conjunction with creep test ing, to determinesuitable values for use in Hong Kong designs* The experiments havebeen described by Ghai (6)® Erfcracts from the results are shown onFigure 4«4«4»Figure 4®4«4 indicates that the gross shrinkage strain to"be anticipated in Hong Kong is about four times the recommendationsgiven in Appendix C of BS 5400 $ Part 4.
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UNIVERSITY OF HONG KONGLIBRARYHong
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NOTESThe Civil Engineering Manual o
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CONTSUTSClauseNo,TitleClans®No*Tit
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ALPHABETICAL INDEXTitleClause No.AA
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TitleClause No.GeneralGeneralGenera
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TitleClause No.PERMITS AND SHORT-TE
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TitleClause No.Safety Fences, Pedes
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¥.1*1.2 (Cont'd.)(July 7?)Item 7 s
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V.1.1.4 (Cont'd.)(July 7?)Item 22It
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Y*1*1*7 (Cont'd*)(July 77)If releva
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(July 77)££S2£§S£i^(a)This pro
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7«1*2«1 (Cont f d*(July 77)P*G«B
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(July 7?)acquire land for street wi
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V.1.2,3 (Cont'd.)(July ?7)(ii) By n
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(July 77)1 *41*4*1OHThese instructi
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(July 77)1.4.31 *4*4 FinanceMonthly
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,1«5.1 (Cont'd*)Fuly 77)(d)(vii) W
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V.1.6(July 77)1>6 KefersiacesReleva
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Appendix 1 - p«2(July 77)Pliase I
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V.1Appendix 1 - p*4(July 77)Phase I
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V. 1Appendix 1 - p*6(July 77)Phase
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V.1Appendix 1 - p.8(July 77)NotesSu
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V.1Appendix 1(July 77) - p*1QPART I
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1* PresentationHighways Office* P+V
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v.rAppendix 2 - p*3(July 77)3*7 Dgg
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Y.1Appendix 2 - p*5(July 7?)(v) des
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1* PresentationV.1Appendix 5 w P*1(
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V.1Appendix 5 -(July ?7)(b)(c)(d)lo
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V.1Appendix 4 - P»2(July 77)Schedu
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The amendment is direct conversion
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Name ofRoad/StreetApprovedDrawingBa
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The amendment is direct conversion
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JName of j ApprovedRoad/Street j Dr
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List of Roads Affeoted by Road Wide
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V.1 'Appendix 6(July 77)Prom s Chie
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Appendix 8(July 11}M'E M 0From s C.
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7.1Appendix 10(July 77)MEMOFrom $ C
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7.1Appendix 12(jtdy 77)MEMOFrom i C
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Appendix 14(July 77)Prom s D*L»Ref
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Appendix 16(July 7?)MEMOi Registrar
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V.1Appendix 1? - p«2(July 77)I? Ex
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Highways () DivisionWORKS CONTINGEN
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V.1Appendix 20(juLy 77)CHECK LIST -
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V.1Appendix 21 - p»2(July 77)FOE O
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7.1Appendix 22 - p.2(July 77)21. G.
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H.H.4.3V.1Appendix 24(July 77)Our R
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H.H.Appendix 26(July 77)HIGHWAYS (H
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V.2.2.1(July 77)2*2 PROCEDURE2 * 2
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(July 11}2.5 PRIVATEForms FGForms F
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?*2«3*1 (Cont f d«)(July 77)Appen
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?« 2.3*3 (Cont s d)(July 7?)Only o
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(July 7?)2«4 GQj^MEKT PROJECTS2«4
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Amendnent Sheet Ko» 7Formation Req
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V.2Appendix 1 - p.2(July 77)FOR ADV
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V.2Appendix 2 - p*2(July 77Îtem Ho
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Appendix 3 ~ P*1(July 7?)Notes on F
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¥.2Appendix 5 - P»3(July 77)(* in
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V.2Appendix 4 ~ p*2(July 77)3* To e
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7*2Appendix 6(July 77)Land Developm
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Appendix 7 - P*2(July 77)Land DeTel
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V.2Appendix 7 «• P*4(July 7?)Lan
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Appendix 8 — p*2(July 77)Land Dev
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¥.2Appendix 9(July 77)Authorized A
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Y.2Appendix 11(July 77)Form BProm s
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¥.3.1(July 77)CHAPTER 3MAINTEMAIGE
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(Aug* 78)3*1*2 GeneralAmentoent She
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(Aug* 78)3*1*^ Surveys3«1*5 Inspec
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(Aug. 78)3*2*4 ôcediire^^ for Work
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V.3.2.7(AUK. 78)3*2.7 Correspondenc
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¥.3.4(July 77)3*4 BUS TERMINI AID
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V.3.6(July 77)3.6 TRAFFIC AIDS3.6.1
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77)3-6.4 PrpcdurC. for T., is the a
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V.3*6*7(July 773*6,7 J?l!iMI§,4]^^
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(July 77)3.8 CI^£gANCE .........OF
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77)3«8« l * Obetructigns ........
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.3*9«2 (Cont'd.)(ill) He should ad
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V.3.10.4(July 77)3*10«4 Bailey...
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¥,3.12(July 7?)3«12 MAIHTENANCE O
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¥.3*12.2 (Cont'd.)(July 77)(e) Roa
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3J4DAKGEROTJS BOULDERS(July 77)As a
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(July 77)3« '6 MAINTENANCE OF CEME
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Appendix 1 - p»2(July 77)RemarksRe
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PointV.3Appendix 2 - p.2(July 77)Lo
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V.3Appendix 3 - P«2(July 11}Remark
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Appendix 4 ~ P*2(July 77)RemarksRec
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Appendix 5 ~ P«2(July 77)ftecommen
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V.3Appendix 6 - p.2(July 77)ROAD AN
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¥.3Appendix 7 ~P»1(July 77)Gentle
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Appendix 8(July 7?)R@f * Highways (
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HIGHWAYS OFFICEAppendix 10(July 77)
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¥.3Appendix 12(July 77)REGISTERED
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EnactmentRoad Traffic OrdinanceS.15
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Enactment Subject Authority Delegat
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SIGNS JSP MABKDjaS ~ M INSPECTION R
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OA&os&~Whltc paperIE* -paper— (Re
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Appendix 19 - p«2(July 77)18. The
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7.3Appendix 1977)* »*!»8B««2a±
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Duplicate—re/tow paper—{Retaine
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CIVIL ENGINEERING MANUALVOLUME V RO
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Amendment No. V-l/92 (Jan.)CHAPTER
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4.4.2.5 Creep of concreteAmendment
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Amendment No. V-l/89 (Feb.)4.12.10
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Amendment No. V-l/89 (Feb.)4.15.6 R
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Amendment No. V-l/89 (Feb)4.17.1 Ae
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Amendment No. V-l/92 (Jan.)APPENDIC
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V.4.1Amendment No. V-l/89 (Feb.)CHA
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V.4.2Amendment No. V-l/91 (Jan.)4.2
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V.4.2.2Amendment No. V-l/91 (Jan.)4
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Amendments No. V-2/84 (March)TABLE
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V.4.2.3.3Amendment No. V-l/92 (Jan.
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Table 4.2.4a Drag Coefficient CD fo
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V.4.2.4Amendment No. V-l/92 (Jan.)4
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V.4.2.4.3.1Amendment No. V-l/92 (Ja
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GROUP2TYPE OF CONSTRUCTIONSTEEL DEC
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V.4Appendix 4.2.1 — p. 2(November
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V.4Appendix 4 . 2 . 2 : - p . 2Amen
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V.4r , Appendix 4 . 2 . 2 - p . 4 ,
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V.4Appendix 4.2.3 — p. 2Amendment
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V.4Appendix 4.2.3 - p. 4Amendment N
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V.4Appendix 4.2.4 - p. 2Amendment N
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V.4Appendix 4.2.4- p\ 4Amendment No
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V.4.2.6 (Cont'd)(Noveitiber / 1983)
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V.4.2.10Amendment No. V-l/91 . (Jan
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Page 250 and 251: V.4.2.10.2Amendment No. V-l/91 (Jan
Page 252 and 253: Amendment No. V-l/91 (Jan.)LoadedLe
Page 254 and 255: V.4.2.12.3(November, 1983)4.2.12.3
Page 256 and 257: 7.4.1.2(November, 1983)Highway stru
Page 258 and 259: V.4.2.2Amendments ITo d V-3/854»2
Page 260 and 261: Amendments !To» V-3/85 (July)4« 2
Page 262 and 263: DIFFERENCEFROM MEAN VOIDTEMPERATURE
Page 264 and 265: V, 4*2*4*3(!fevember f 1983)4*2®4
Page 266 and 267: TABLE A 9 64.^.0SDBPACE TEMPERATURE
Page 268 and 269: 4«2«6f 1983)Although the risk of
Page 270 and 271: 4-2.7V.4.2.7(November, 1983)4.2.7.1
Page 272 and 273: 7*4*2*8(Nbvember f 1983)Pedestrian
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Page 276 and 277: V.4Appendix 4«2«1 - p*(Bovember,
Page 278 and 279: V.4Appendix 4,2.2 - p.2(Kbvember, 1
Page 280 and 281: V.42, COLUMNS Appendix 4*2*2 - p*4(
Page 282 and 283: Appendix 4.2.5Amendment No* V-l/92
Page 284 and 285: V.4Appendix 4-3Amendments No* V-2/8
Page 286 and 287: TABLE 4.4.1CONDITIONS OF EXPOSURECO
Page 288 and 289: TABLE 4.4.2Characteristicstrength a
Page 290 and 291: 4*4*2*4 Shrinkage(Ifevember, 1983)S
Page 292 and 293: 3)oc;om•Hmm ajo mo mo(AXm mTIID o
Page 294 and 295: 4«4«2*6 Coefficient of thermal ex
Page 296 and 297: ¥.4.4*4M A * n x 4 (November, 1983
Page 300 and 301: Appendix &.4.1-P21000800VDO600o»0u
Page 302 and 303: TABLE 4.4.3CHEEP INVESTIGATIONDetai
Page 304 and 305: Appendix 4.4.2-P37 10 20 50 100 200
Page 306 and 307: 7*4POST-TENSIONING SYST3MSAppendix
Page 308 and 309: 4.9 BBABINGS (November, 1983)4*9*1
Page 310 and 311: TABLE *f.9.1ROTATIONCLASSCLASSIFICA
Page 312 and 313: AppemSix 4.9.2SCHEDULE OF BEARINGSn
Page 314 and 315: 4*10 FATIGUE(November, 1983)The rec
Page 316 and 317: «(Hbveniber, 1983)4« 11 ® 6 Psî
Page 318 and 319: (Sbvember, 1983)Experience has show
Page 320 and 321: vvSHRINKAGE, CREEP ANDPRESTRESSTHER
Page 322 and 323: V«4*11*2 (Cont'd)(November, 1983)A
Page 324 and 325: W.R. Gr a ce (HK) Ltd.CCL Systems P
Page 326 and 327: Byckerhoff and Widmann AG(Bymdag Sy
Page 328 and 329: Franki PSC LtdVfong Pa & Company Lt
Page 330 and 331: V4.12Amendment No. 7-4/85 (Sept*).4
Page 332 and 333: V4.12Amendment l N Io« ¥-4/85 (Se
Page 334 and 335: 7,4*12*11*1 (Cont'd)mu • • *.
Page 336 and 337: V*4*13(November, 1983)4*13 TOUNDATI
Page 338 and 339: 4* 13» 5 JteiJIJPULJfeiSlfiLM M iB
Page 340 and 341: 7.4.13.6.2 (Cont'd)(November, 1983)
Page 342 and 343: lPARTICLE ! SIZE mm//^7f""""1"Tl>oo
Page 344 and 345: 1»3 Overturning2» Piledv.4Appendi
Page 346 and 347: Y.4*14(November, 1983)4*14 HEADBOOM
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4,14«3 fempjeqsat;Lop, fo r. verti
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4.15 PARAPETSV.4.15(November, 1983)
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4*15«4 BesignV.4«15*4(ifovember,
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V.4«15*5*5 (Cbnt'd)(November, 1983
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4«15«6 Reinfproed i .£onoret e
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4*15.12 Sight ,digtanoea7.4*15.12(N
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TABLESTRENGTH OF BKEMFDJRCED CONCRE
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TABLE 4«15«6DIMENSIONS FOR GBDUP
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•orL^BBranMaanaI,_1 'iAODININGEDF
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15CLFOOTWAYTOP SHAPED TOCOMPLY WITH
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7*4Appendix 4*15*2 - p«1(November,
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¥.4Appendix 4«15*2 - p*34* Vehicl
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4.16 STOKMWATER DRAINAGE7.4.16(Nove
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?.4»l6«2*2(Cont*d)(November, 1983
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¥.4*16*4(Jfovember* 1983)vf' yCity
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V.4.17.2Amendments No. V-2/85 (July
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Amendments No. V-2/85 ( July )FIGUR
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a,FIGURE 4,17.5DIMENSIONS GOVERNING
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Amendments No. V-2/85 (July)Texture
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Amtndmtnis No. V-2/85 ( July)GOOD®
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Amtndmtnt* No. V-2/851 July)EXCESSI
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FIGURE 4.17.13 VISUAL INSTABILITY T
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Amendments No. V - 2 / 85 (July )SU
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¥.4*19*4.7(November^ 983)4.7 Blanc
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12* Clause 4*13*3V.4*19*12(November
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17« Clause 4.15*6V*4*19*17(Kbvembe
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RHYTHMFIGURE 4.1Z17RHYMERHYTHM AND
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V. 4.17.12Amendments No. V-2/85 (Ju
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Amendments No. V-2/85 { July)FIGURE
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V.4Appendix 4.17.1 - p.lAmendments
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V.4Appendix 4.17.1 - p.3Amendments
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4,18 OPERATIONAL CONSIDERATIONSV*4
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4«18*3«2 Maintenance accommodatio
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v.5.1(July 77)CHAPTER 5MINOR WORKS(
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(July*??)5*5 PHEPARATION OF, MINOR
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Highways""""C ) ""DivisionCheck Lis
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Name of Soad sLocation :Sub j ect1*
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(July 77)6.1 ROAD RECORDS6*1.1 Proc
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NAME OF ROAD:—STATUSLOCATIONAPPRO
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V.6Appendix 3(July -??)Road Records
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V.7.2(July, 77)7.2 DESIGN PRINCIPLE
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?*7«2,3(Cont f d)(July, 11}Because
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V*7.2.6(Cont*d)(July, 77)Suitable s
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Ew«*•*1235678TypeofroadCDFeeder6
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.* x(July 77)7.3 DESIGN DETAILS7*3*
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(July 77)provided with a cap at the
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(Jialy 77)7.3* 1 * Edge detailsPave
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(Jialy 77)gully gratings. Because i
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¥.7.5*5(Deo.* 83)- ''"gully gratin
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Ref. : ( ) in E.G. 4/3/2? Highways
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PART BAdditional Requirements to Se
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- 5designed accordingly, rather tha
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FIG. 7.3.6.2GULLY-325 GRATINGFLEXIB
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"FfG. 7. 3.6.4 'UNTRAPPED GULLY{ WI
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a — ooDOUBLE GULLIES ATLOW POINTS
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Figure g. 7.2Relation,, between cum
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Cumulative number of commercial veh
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»uwauy200too1BMMK mmtm lillll T*
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awu200I II ,.„i MMOn strong subgr
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Weight of reinforcement CKg/irr)oOO
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Figure T. 7.12 Gully with opening g
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"I _1NOT.E : All D!MEf4SIQNS IN MIL
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STAHOA.
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STANDARD C.I. GULLY GRATINGREF DftG
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[HKPJ624H77CXOlbMfltHHDate Due
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