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4 Flexural Design on Reinforced Concrete Beams

Jun 02, 2018

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  • 8/11/2019 4 Flexural Design on Reinforced Concrete Beams

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    T.Chhay NPIC

    Flexural Design on Reinforced Concrete Beams 53

    IV. karKNnaFwmebtugGarem:rgkarkac;begag

    1>kMBs;RbsiTiPaBsMrab;Fwm nigkMralxN

    kMBs;rbs;Fwmxmuxkat;ctuekaNEkgCamYyEdkrgkarTaj

    xageRkamCarUbmnsMrab;karKNnamuxkat;rgkarTaj)

    600

    600(

    '85.0 1

    yy

    cb

    ff

    f

    +=

    )008.0

    003.0

    (maxs

    y

    b

    E

    f+

    =

    sMrab; MPafy 400=

    b 625.0max = ehIy 85.01= sMrab;ebtugEdlmanersIusg; MPaf c 28' .

    )7

    28'(05.085.01

    = c

    f sMrab;ebtugEdlmanersIusg; MPafMPa c 56'28 < .

    65.01= sMrab;ebtugEdlmanersIusg; MPaf c 56' > .tMlnsac;lUteFobrbs;Edkkan;EtFMbgajBIPaBsVitrbs;ebtugGarem:kan;EtFM)annyfaenAeBl

    muxkat;ebtugkan;EtFMCamYyPaKryEdkticPaBsVitkan;EtFM pymkvijenAeBlmuxkat;ebtugkan;EttUcCamYy

    PaKryEdkkan;EtFMenaHPaBsVitrbs;ebtugkan;EttUc. xageRkamCataragbgajBIPaKryEdksMNUmBrGaRsyersIusg;ebtug nigersIusg;Edk.

    kMralxNmYyTis

    L/24 L/28 L/1L/2

    Fwm L/18 5

    L/21

    L/8

    L/16

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    Department of Civil EngineeringviTasanCatiBhubeckeTskm Ca

    karKNnaFwmebtugGarem:rgkarkac;begag 54

    taragTI1 PaKryEdksMNUmBrs

    )(' MPaf c )(MPafy s% 20 235 1.4

    400 1.2

    28 400 1.4500 1.2

    35 400 1.6

    500 1.4

    sac;lUteFobEdksuT t edIm,IeGaymuxkat;rgkarTajRtUv)ankMNt;FMCag 005.0 enaH 9.0= .

    )3

    250)(002.0(65.0 += t sac;lUteFobEdksuT t enAcenaH 005.0004.0 .

    smIkarKNnaersIusg;m:Um:g;kgmanTMrg;dUcxageRkam2

    bdRMMuun

    ==

    Edln

    c

    y

    yu Rf

    ffR

    == )

    '7.11(

    Edl 9.0= sMrab;muxkat;rgkarTajnig 9.0

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    T.Chhay NPIC

    Flexural Design on Reinforced Concrete Beams 55

    )'7.1

    411(

    '85.02bdf

    M

    f

    f

    c

    u

    y

    c

    =

    bdAs = - RbsinebI b RtUv)ansnt;bEnmBIelI enaHeKRtUv

    KNna )'7.1

    1(c

    y

    yuf

    ffR

    =

    KNnabR

    Md

    u

    u=

    RbsinebI 2=b

    d enaH 3 2bR

    Md

    u

    u=

    bdAs =

    3>

    KMlatEdk nigRsTab;karBarEdk

    k> KMlatEdk

    ssrEdkRtUv)antMerobedaymanKMlaty:agticbMputesInwgGgt;pitEdk b:uEnminRtUvtUcCag mm25 edIm,IeGayeKGacbgab;ebtug)any:aggayRsYlkgeBlcak;ebtug. KMlatEdksMrab;kartMerobEdkbBarEdlmaneRcInCagmYyRsTab; minRtUvmantMltUcCag mm25 Edr. RbsinebIKMlatEdkmanTMhMtUcenaHl,ayeb

    tugminGacBTCMuvijEdk)anleT.

    x> RsTab;karBarEdk

    RsTab;karBarEdk Casac;ebtugEdlenAcenaHpxageRkA nigprbs;Edk. eKcaM)ac;RtUvkarRsTab;karBarEdkeRBaHvamanplRbeyaCn_bYny:ag

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    Department of Civil EngineeringviTasanCatiBhubeckeTskm Ca

    karKNnaFwmebtugGarem:rgkarkac;begag 56

    -edIm,IetagsitssrEdkeTAnwgebtugEdleFVIeGaysMParTaMgBIreFVIkarCamYyKa. \TiBlrbs;PaBsitGaRsyeTAnwgkMras;RsTab;karBar.

    -edIm,IkarBarssrEdkeTAnwgERcHsIuEdk.

    -

    edIm,IkarBarkar)at;bg;ersIusg;EdkEdlbNalmkBIkMedA. kMras;RsTab;karBar mm20 GacTb;Tl;nwgePIgeqH)an 1em:ag.

    -

    sMrab;yandan eragcRk cMNtrfyn RsTab;karBarbEnmRtUv)aneKdak;BIelIkMralxNEfmeTotedIm,IkarBarkarswkercrwlEdlbNalmkBIcracrN_.

    kMras;RsTab;karBarEdkGaRsyeTAnwgmCdanEdleRKOgbgMenaHsitenA. xageRkamCataragbgajBIkMras;RsTab;karBarGb,brma

    mCdan kMras;karBarEdk )(mm ebtugcak;pal;nwgdI 75 ebtugcak;pal;nwgdIbhalxl;

    + Ggt;pitEdkFMCag mm16 50 + Ggt;pitEdktUcCag mm16 35

    ebtugmincak;pal;nwgdI bminhalxl;

    - kMralxNCBaaMg+ Ggt;pitEdkFMCag mm36 35 + Ggt;pitEdktUcCag mm36 20

    - Fwm ssr 35 - kMralekag

    + Ggt;pitEdkFMCag mm20 20 + Ggt;pitEdktUcCag mm20 15

    K> TTwgGb brmarbs;muxkat;ebtug

    smIkarTUeTAedIm,IkMNt;TTwgGb,brmarbs;muxkat;ebtugGacsresrdUcxageRkam

    )(2)(2)1(min karBarEdkRsTab;Edkkg +++= snnDb Edl n - cMnYnEdkbeNay

    D - Ggt;pitEdkEdlFMCageKs - KMlatEdk

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    T.Chhay NPIC

    Flexural Design on Reinforced Concrete Beams 57

    X> kMBs;Gb,brmarbs;muxkat;ebtugkMBs;rbs;muxkat;ebtugRtUv)ankMNt;edayGaRsynigRsTab;Edk.

    - EdkmYyRsTab; mmDdh 502

    11 ++=

    -

    EdkBIrRsTab; mmDdh 6022 ++= ]TahrN_1kMNt;muxkat;Edk nigmuxkat;ebtugedIm,ITb;Tl;nwgm:Um:g;KNna mkN.490 edayeRbIPaKryEdkGtibrma max sMrab;muxkat;rgkarTaj. smtikm MPaf c 20' = nig MPafy 400= .dMeNaHRsay

    eday MPaf c 20' = / MPafy 400= / 85.01= nig 9.0= sMrab;muxkat;rgkarTaj

    )600

    600(

    '85.0 1

    yy

    cb

    ff

    f

    +=

    021675.0)400600

    600(

    400

    2085.0 2 =

    +=b

    01355.0625.0)008.0

    003.0

    (max ==

    +

    = bs

    y

    b

    E

    f

    MPaf

    ffR

    c

    y

    yu 1.4)

    207.1

    40001355.01(40001355.09.0)

    '7.11(

    max

    max(max) =

    ==

    366

    (max)

    2 105.119

    1.4

    10490mm

    R

    Mbd

    u

    u =

    ==

    dUcenHsMrab;karsnt; b / kMNt; d nig bdAs = mmb 200= / mmd 773= / 295.20 cmAs = mmb 250= / mmd 5.691= / 242.23 cmAs = mmb 300= / mmd 630= / 261.25 cmAs = 256DB mmb 400= / mmd 5.546= / 262.29 cmAs =

    * kareRCIserIskMBs;RbsiTiPaBGaRsynwgktaxageRkam-kMBs;bnb; TTwgrbs;muxkat;tUcpl;nUvkMBs;FwmFM

    Edlkat;bnylMhrkMBs;. elIsBIenH FwmeRCA cegtkat;bnyersIusg;m:Um:g;edaykarxUcRTg;RTayxaglateral deformation.

    -brimaN nigkarBRgayssrEdk FwmcegtRtUvkarssrEdkeRcInCagmYyRsTab;dUcenHvabegItkMBs;Fwm.

    -

    kMras;CBaaMg RbsinebIbksIum:g;t_RtUv)aneRbITTwg b RtUv)aneRCIserIses

    InwgkMras;CBaaMg. sMrab;GKarCBaaMgxagRkas;CagCBaaMgkg.

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    Department of Civil EngineeringviTasanCatiBhubeckeTskm Ca

    karKNnaFwmebtugGarem:rgkarkac;begag 58

    * kareRCIserIsmuxkat;EdkGaRsynwgktaxageRkam-kartMerobEdkRKb;RKan;enAkgmuxkat;CaTUeTA mYyRsTab;bBIrRsTab;nigbMeBjtamlkxN ACI

    CodesMrab;KMlatEdkGb,brma.

    -

    pmuxkat;EdkeRCIserIsRtUvmantMlEk,rbMputpssrEdktMrUvkardUcenHeyIgeRCIserIsyk mmb 300= / mmd 630= / 261.25 cmAs = 25@6 DB RtUvtMerobBIrRsTab;kMNt;kMBs;Fwm mmmmDdh 715602563060 =++=++= dUcenHyk mmh 750= mmd 665= ]TahrN_2

    edaHRsay]TahrN_1 edayeRbIRbEhl %1 nig cmb 35= dMeNaHRsay

    eday MPaf c 20' = / MPafy 400= / 01355.0max= sMrab;muxkat;rgkarTaj)

    '7.11(

    c

    y

    yuf

    ffR

    = MPaRu 1765.3)

    207.1

    40001.01(40001.09.0 =

    =

    36

    2 1542578301765.3

    10490mm

    R

    Mbd

    u

    u =

    ==

    sMrab; cmb 35= mmd 665= 2275.235.663501.0 cmA

    s ==

    edayeRCIserIs 284DB mYyRsTab;2

    62.24 cmAs=

    epgpat;TTwg mmsnnDb 95)1(min ++= edayyk Ds= cmmmmmDb 3529195287957min

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    T.Chhay NPIC

    Flexural Design on Reinforced Concrete Beams 59

    003.0)005.0

    ( =b

    t

    021675.0)400600

    600(

    400

    2085.0 2 =

    +=b

    452.0

    021675.0

    0098.0==

    b

    005.0008.0003.0

    452.0

    005.0>==t epgpat;

    m:ageTot 47.1985.0

    55.16

    85.0===

    ac

    375.03.06.65

    47.19

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    Department of Civil EngineeringviTasanCatiBhubeckeTskm Ca

    karKNnaFwmebtugGarem:rgkarkac;begag 60

    dMeNaHRsay

    sMrab; MPaf c 28' = / MPafy 400= / 85.01= 030345.0=b / 019.0max=

    sMrab;muxkat;rgkarTaj 9.0= edayeRbI 019.0max=

    MPaf

    ffR

    c

    y

    yu 75.5)

    287.1

    400019.01(400019.09.0)

    '7.11(

    max

    max(max) =

    ==

    366

    (max)

    2 10913.7375.5

    10425mm

    R

    Mbd

    u

    u =

    ==

    sMrab; cmdcmb 4635 == 2

    59.304635019.0 cmAs == edayeRbIEdk 32 4edIm 2154.32324 cmDB = EdkRtUv)antMerobmYyCYr mmsnnDb 95)1(min ++= edayyk sD= mmmmmmDb 35031995327957min =

    =

    sac;lUteFobEdksuT 004.00046.0003.0)005.0( >==

    b

    t

    muxkat;sitkgtMbn;transition region

    9.0867.0)3

    250)(002.0(65.0

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    T.Chhay NPIC

    Flexural Design on Reinforced Concrete Beams 61

    4>muxkat;ctuekaNEkgCamYyEdkrgkarsgt;

    RbsinebIm:Um:g;KNnamantMlFMCagersIusg;m:Um:g;kg enaHmuxkat;RtUv)armuxkat;EdkbEnmsMrab;tMbn;rgkarTaj nigrgkarsgt;. ssrEdkrgkarsgt;pl;nUvkMlaMgsgt;bEnmeTAelIkMlaMgsgt;rbs;ebtug.

    k> edaysnt;EdkrgkarTajmanmYyRsTab;

    viFIsaRsKNnasMrab;muxkat;ctuekaNEkgCamYyEdkrgkarsgt;enAeBleKsal; uM / cf' / b / d nig 'd mandUcxageRkam

    - KNnaPaKryEdkbalanced b nigPaKryEdkGtibrma max edayeRbIsmIkarxageRkam

    )600

    600(

    '85.0 1

    yy

    cb

    ff

    f

    += nig )

    008.0

    003.0

    (maxs

    y

    b

    E

    f+

    =

    kMNt;muxkat;EdkGtibrmasMrab;rgkarTaj bdAs max1 = - KNna (max)uR edayeRbI max )9.0( =

    )'7.1

    1( max

    max(max)

    c

    y

    yuf

    ffR

    =

    - KNnaersIusg;m:Um:g;kgEdlekItedaysarmuxkat;EdkrgkarTaj 1uM edayeRbI (max)uR 2

    (max)1 bdRM uu = +

    RbsinebIuu MM 1 enaHminRtUvkarEdkrgkarsgt;eT. KNnaPaKryEdk tamrUbmn

    )'7.1

    411(

    '85.02bdf

    M

    f

    f

    c

    u

    y

    c

    = nigKNna bdAs = .

    -

    KNna 12 uuu MMM = CaersIusg;m:Um:g;EdlekItBIEdkrgkarsgt;- KNna 2sA BI )'(22 ddfAM ysu = nigbnab;mkKNna 21 sss AAA += - KNnakugRtaMgenAkgEdkrgkarsgt;dUcxageRkam

    + KNna ys fc

    dcf = )'(600' + bKNna

    s' BIdaRkambMErbMrYlrageFob nig

    sss Ef '' = . RbsinebI ys =' enaHEdkrgkarsgt;yar ehIy

    ys ff =' .+ KNna sA' BI )'('22 ddfAM ssu = .RbsinebI ys ff =' enaH 2' ss AA = . EtebI ys ff ehIy )'

    (' 2s

    y

    ssf

    fAA = .

    -

    eRCIserIsmuxkat;EdksMrab; sA nig sA' edIm,IeGaysml

    mnwgTTwg b . CaTUeTA Edk sA eRcIntMerobCaBIrRsTab; sA' eRcIntMerobCamYyRsTab;.

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    Department of Civil EngineeringviTasanCatiBhubeckeTskm Ca

    karKNnaFwmebtugGarem:rgkarkac;begag 62

    - KNna mmdh 65+= sMrab;EdkrgkarTajmYyRsTab; nig mmdh 90+= sMrab;Edkrgkar

    TajBIrRsTab;. RtYtBinitfa max)]'('[ edaysn t;EdkrgkarTajmanBIrRsTab;

    kgkrNIEdkrgkarTajmanBIrRsTab;eKGacsn

    t;fa mmhd 90= nigmmdmmhdt 2565 +== . eKmanviFIBIry:agkgkarkMNt;muxkat;ssrEdk

    - vIFITI1 edaysnt; sac;lUteFobEdksuTenAnIv:UTIRbCMuTMgn;EdkTajesI 005.0 b 005.0=s enAnIv:U d. kgkrNIenH sac;lUteFobEdksuTsMrab;ssrEdkRsTab;eRkambMputmantMlFMCag

    005.0 .

    005.0003.0)( >

    =c

    cdtt . dUcenHeyIgedaHRsaydUckrNIxagelI EdkrgkarTajmanmYyRs

    Tab;.- vIFITI2 edaysnt; 005.0=t enAnIv:UEdkRsTab;eRkameK td . kgkrNIenH sac;lUtEdkeFob

    enAnIv:UTIRbCMuTMgn;EdkTajmantMltUcCag 005.0 005.0003.0)(

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    T.Chhay NPIC

    Flexural Design on Reinforced Concrete Beams 63

    bKNnas' BIdaRkambMErbMrYlrageFob nig

    sss Ef '' = . RbsinebI ys =' enaHEdkrgkarsgt;yar ehIy

    ys ff =' . KNna

    sA' BI )'('22 ddfAM ssu = . RbsinebI ys ff =' enaH 2' ss AA = . EtebI

    ys ff ehIy )'(' 2 sy

    ssf

    f

    AA = .]TahrN_5

    eKmanFwmmYymanmuxkat; cmb 25= nigkMBs; cmh 55= EdlRtUvRTnUvm:Um:g;Bt;KNnamkNMu .300= . KNnassrEdktMrUvkar. smtikm MPaf c 20' = nig MPafy 345= .

    dMeNaHRsay

    -kMNt;ersIusg;m:Um:g;EdlekItBIEdkrgkarTajCaeKalsMrab;lkxNmuxkat;rgkarTajsMrab; MPaf c 20' = nig MPafy 345= / 85.01=

    0266.0)345600

    600(345

    2085.0)600

    600('85.0 21 =+

    =+

    =yy

    cb

    ff

    f

    0157.0)008.0

    200000

    345003.0

    (0266.0)008.0

    003.0

    (max =+

    =

    +

    = s

    y

    b

    E

    f

    MPaf

    ffR

    c

    y

    yu 1.4)

    207.1

    3450157.01(3450157.09.0)

    '7.11(

    max

    max(max) =

    ==

    edaysnt;EdkrgkarTajmanBIrRsTab;

    mmmmhd 4609055090 === MPaMmkNmmNbdRM uun 300.89.216.1089.2164602501.4

    622

    (max) =

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    Department of Civil EngineeringviTasanCatiBhubeckeTskm Ca

    karKNnaFwmebtugGarem:rgkarkac;begag 64

    001725.0200000

    345

    200000=== yy

    f

    eday mmbf

    fAa

    c

    ys6.146

    2502085.0

    3451806

    '85.0

    1=

    ==

    mma

    c 47.17285.0

    6.146

    1

    ===

    ys >=

    = 00196.0003.0)

    47.172

    6047.172(' eFVIkardl;yar

    - RtYtBinit t edayeyIgeRbI max nig uR mkeRbIsMrab;edaHRsay edayeGaysac;lUteFobEdksuTenAnIv:UTIRbCMuTMgn;Edk

    005.0=s . dUcenHeyIgRtUvkMNt; t sMrab;EdkenARsTab;eRkameKbMput.

    mmdt 49060550 == 005.00055.0003.0)

    47.17247.172490(003.0)( >===

    ccdt

    t RtwmRtUv

    dUcenH EdktMrUvkarsMrab;karTaj 275.24 cmAs = eRbI 255DB sMrab;karsgt; 269.6' cmA s= eRbI 222DB

    ]TahrN_6

    eKmanFwmmYymanmuxkat;cmb 30=

    nigkMBs;cmh 50=

    EdlRtUvRTnUvm:Um:g;Bt;KNnamkNMu .400= . KNnassrEdktMrUvkar. smtikm MPaf c 28' = nig MPafy 400= .dMeNaHRsay manBIrviFIsaRsvIFITI1

    - kMNt;ersIusg;m:Um:g;Gtibrmanmuxkat;EdlmanEtEdkrgkarTajCaeKalsMrab; MPaf c 28' = / MPafy 400= / 85.01=

    030345.0=b

    /019.0max=

    sMrab;muxkat;rgkarTaj 9.0=

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    T.Chhay NPIC

    Flexural Design on Reinforced Concrete Beams 65

    MPaf

    ffR

    c

    y

    yu 75.5)

    287.1

    400019.01(400019.09.0)

    '7.11(

    max

    max(max) =

    ==

    edaysnt; mmhd 4109050090 === EdkmanBIrRsTab;

    MPammNbdRM uu 290.1029041030075.5 622

    1

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    T.Chhay NPIC

    Flexural Design on Reinforced Concrete Beams 67

    mkNMu .75.9325.3064002 == 22

    6

    22 44.7744

    )60410(4009.0

    1075.93

    )'(9.0cmmm

    ddf

    MA

    y

    us ==

    =

    =

    muxkat;EdkrgkarTajsrub 221 47.3244.703.25 cmAAA sss =+=+= eRbIEdk 305DB -

    RtYtBinit Edkrgkarsgt;eFVIkardl;yarbGt;00444.0)

    400600

    600)(

    410

    60(

    400

    2885.0 2 =

    +=K

    K enaH ta> KNnaCaragGkSret T. RbsinebI nfu MM < enaH ta< KNna

    CaragctuekaNEkg.

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    Department of Civil EngineeringviTasanCatiBhubeckeTskm Ca

    karKNnaFwmebtugGarem:rgkarkac;begag 68

    + RbsinebI ta< enaHKNna )'7.1

    411(

    '85.02

    bdf

    M

    f

    f

    c

    u

    y

    c

    = / KNna bdAs = .

    epgpat; min w .+ RbsinebI ta> enaHKNna sfA sMrab;Epksabsgxag >>>

    ywcsf ftbbfA /)('85.0 = )

    2(2

    tdfAM ysfu =

    m:Um:g;EdlTb;edayRTnugKW

    21 uuu MMM = KNna 1 edayeRbI 1uM / wb nig d

    )'7.1

    4

    11(

    '85.02

    1

    1 dbf

    M

    f

    f

    wc

    u

    y

    c

    = nigKNna dbA ws 11 = muxkat;Edksrub sfss AAA += 1

    bnab;mkRtYtBinit maxss AA dUcKa RtUvRtYtBinit min =db

    A

    w

    w

    + RbsinebI ta= enaHy

    cs

    f

    btfA

    '85.0=

    -

    enAeBleKminsal; dnig sA karKNnaRtUveFVItamviFIsaRsxageRkam+ snt; ta= nigKNnabrimaNEdksrub sftA EdlRtUvkarsMrab;Tb;nwgkMlaMgsgt;kgsab

    TaMgmUl bt

    y

    csft

    f

    btfA

    '85.0=

    + kMNt; dBIsftA nig ta= tamrUbmnxageRkam

    )

    2

    ( t

    dfAM ysftu =

    RbsinebIeKyktam d KNnarkeXIjenaHsfts AA = nig mmdh 65+= sMrab;

    EdkmanmYyRsTab;b mmdh 90+= sMrab;EdkmanBIrRsTab;. RbsinebIeKyk 1d fIFMCag d KNnaenaHmuxkat;eFVIkarCaragctuekaNEkg.

    ehIy )'7.1

    411(

    '85.02

    bdf

    M

    f

    f

    c

    u

    y

    c

    = / KNna bdAs = .

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    T.Chhay NPIC

    Flexural Design on Reinforced Concrete Beams 69

    RbsinebIeKyk 21d fItUcCag d KNnaenaHmuxkat;eFVIkarCaragGkSr T. ehIymuxkat;EdkcugeRkay

    sA FMCag sftA . kgkrNIenH eKRtUveFVIdUckrNIxagelI>>> edIm,IkMNt;muxkat;

    sA .

    ]TahrN_7 eKmanFwmmYymanGkSr T EdlmanRTnug cmbw 25= RbEvgsab cmb 100= kMras;sabcmt 10= nigkMBs;RbsiTiPaB cmd 37= . kMNt;muxkat;EdkcaM)ac;edIm,ITb;nwgm:Um:g; mkNMu .375= .

    smtikm MPaf c 20' = nig MPafy 400= .dMeNaHRsay

    - RtYtBinitGkSNWt edaysnt; cmta 10==

    mmNt

    dbtfM cn .106.489)2

    100370(10010002085.09.0)

    2('85.0 6===

    eday un MM > muxkat;manlkNCactuekaNEkg- kMNt;muxkat;EdkrgkarTaj

    00845.0)3701000209.07.1

    10375411(

    400

    2085.0)

    '7.1

    411(

    '85.02

    6

    2 =

    ==

    bdf

    M

    f

    f

    c

    u

    y

    c

    2265.313710000845.0 cmbdAs === edayeRbI 2325.35305 cmDB =

    - RtYtBinit 0035.04004.1

    0382.03725

    325.35min

    ==>=

    == db

    A

    w

    s

    w swwe

    y

    cs

    Acmdbtbbf

    fA >=+= 21max 41.44]375.0)[(

    '85.0

    dUcKa cmbf

    fAa

    c

    ys31.8

    1002085.0

    400325.35

    '85.0=

    ==

    cma

    c 78.985.0

    31.8

    1

    ===

    nig 005.000835.0)78.9

    78.937(003.0 >=

    =s

    ]TahrN_8 RbBnkMralxNdUcbgajkgrUb EdlpMeLIgedaykMralxNEdlmankMras; cmt 8= EdlRTedayFwmRbEvg cmL 430= EdlmanKMlatBIKa cml 300= KitBIGkSmkGkS. FwmmanRTnug cmbw 35=

  • 8/11/2019 4 Flexural Design on Reinforced Concrete Beams

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    Department of Civil EngineeringviTasanCatiBhubeckeTskm Ca

    karKNnaFwmebtugGarem:rgkarkac;begag 70

    nigkMBs;RbsiTPaB cmd 47= . kMNt;muxkat;EdkcaM)ac;edIm,ITb;nwgm:Um:g;KNna mkNMu .575= .smtikm MPaf c 20' = nig MPafy 400= .

    dMeNaHRsay

    - kMNt;RbEvgsab

    +

    =

    l

    L

    bt

    bw

    e4

    16

    min

    =

    =+

    =

    mm

    mmmm

    3000

    10754

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    dUcenH mmbe 1075= - RtYtBinitTItaMgGkSNWt edaysnt; ta=

    )2

    ('85.0 t

    dbtfM cn =

    mkNmkNmmNMn

    .575.794.565.794.565)2

    80470(8010752085.09.0

  • 8/11/2019 4 Flexural Design on Reinforced Concrete Beams

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    T.Chhay NPIC

    Flexural Design on Reinforced Concrete Beams 71

    -

    RtYtBinitt

    / cmbf

    fAa

    c

    ys278.9

    5.1072085.0

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    ==

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    ===

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    50656 ==

    005.00107.0)

    91.10

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    = t

    ]TahrN_9sMrab;RbBnkMralxNmYy EdlmanTTwgsabRbEvg cmbe 122= TTwgRTnug 40=wb ehIykMralxNmankMras; cmt 10= . KNnamuxkat;GkSr T edIm,IrgnUvm:Um:g;KNna mkNMu .1100= . smtikm

    MPaf c 20' = nig MPafy 400= .dMeNaHRsay

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    285.51400

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    PaKryEdk RtUv)anKNnatamrUbmnxageRkam)

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    285.34400

    )40122(102085.0)('85.0 cmf

    bbtfAy

    wcsf ===

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    Department of Civil EngineeringviTasanCatiBhubeckeTskm Ca

    w : ; 2

    mmNt

    dfAM ysfu .10690)2

    100600(40034859.0)

    2( 62 ===

    mkNMu .41069011001 ==

    sMrab;muxkat;EdkrgkMlaMgTajeKal cmbw 40= / cmd 60= nig mkNMu .4101=

    MPadb

    M

    R mkN

    w

    u

    u 85.22.284760.04.0

    410222

    1

    ====

    0088.0)209.07.1

    85.2411(

    400

    2085.0)

    '7.1

    411(

    '85.01 =

    ==

    c

    u

    y

    c

    f

    R

    f

    f

    2

    11 12.2160400088.0 cmdbA ws === 2

    1 97.5512.2185.34 cmAAA sfss =+=+=

    eRbIEdk 227.56327 cmDB = -

    RtYtBinitt

    cmbf

    fAa

    wc

    ys42.12

    402085.0

    40012.21

    '85.0

    1 =

    ==

    cma

    c 6.1485.0

    42.12

    85.0===

    cmdt 63=

    005.00099.0003.0 >=

    =

    c

    cdtt muxkat;rgkarTaj

    - KNnamuxkat;EdksrubGtibrma

    )]60040085.0375.0100)4001220[(400

    2085.0]375.0)[(

    '85.0 1max +=+= dbtbb

    f

    fA wwe

    y

    cs

    222

    max 27.5636.676736 cmcmmmAs >== RtwmRtUv