Spregnute Konstrukcije I Graficki Rad

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  • 7/25/2019 Spregnute Konstrukcije I Graficki Rad

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    10

    dp=16

    a/3=155 a/2=230

    b0x t0

    h0x ?0

    b3x t3b2x t2b1x t1

    l=23.5m

    a=4 .8m

    =2.8

    s=0. 28

    MB=40

    1. Elementi spregnutog presek

    1.1. !eli"ni nos"

    Vertikalni limh

    0

    0

    h0=( 115

    1

    25 )l=1

    20l=

    1

    2023.5=1.175musvojeno :h

    0=1180mm

    0=8+

    l

    750=8+

    2350

    750=11.133mmusvojeno :

    0=12mm

    Gornji pojas b0t0

    b0=min250mmusvojeno:b

    0=300mm

    t0=min1012mmusvojeno : t

    0=14mm

    Marko Miloevi MRG 52/0 1

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    00

    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    "onji pojas b1t1

    b1=

    h0

    4+100mm=

    1180

    4+100=395mmusvojeno :b

    1=400mm

    t1=min20mmusvajam : t

    1=25mm

    b

    2t

    2350x 20

    b

    3t

    3300x15

    1.#. $rmirno %etonsk plo"

    dp=min16cmusvojeno :dp=16cm

    1.&. 'o()ni*i

    #rvo tre$a da i%ra&namo smi&e sile.

    #. 'ero)+ne +eli"ine

    #.1. Konstruk*ioni "elik

    E=210GPa=2.1108!/cm

    2

    "a=0.3

    #a=7850 $ /m3

    %t=1.2105

    #.#. ,eton

    Eb=9.253

    MB+10=9.253

    40+10=34.08GPa

    "b=0.2

    %t=1.2105

    #.&. E-ekti+n irin %etonskog presek

    Marko Miloevi MRG 52/0 2

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    be=be+bn+bep&bstv

    hv=10cm

    b=a

    3b0

    2hv=

    480

    3

    30

    210=135cm

    bn=b0+2hv=30+210=50cm

    bp=a

    2

    b0

    2hv=

    480

    230

    210=215cm

    '= 1

    1+6.4(bl)2=0.979

    'p= 1

    1+6.4(bpl)2=0.949

    be='b=0.979135=132.165cm

    bep='pbp=0 .949215=204.035 cm

    be=132.165+50+204.035=386.2cm

    'a prora&n &%imamo( be#=135+50+215=400cm

    &. /e0nisne krkteristi"ni2 presek

    Marko Miloevi MRG 52/0 !

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    0

    0

    1

    1

    2

    2

    1

    1

    0

    0

    L/4=725

    3L/8=1087.5

    L/2=1450

    presek "0" presek "1" presek "2"

    ?1450 x 12

    ?300 x 14

    ?470 x 25

    ?1450 x 12

    ?300 x 14

    ?470 x 25?420 x 20

    ?1450 x 12

    ?300 x 14

    ?470 x 25?420 x 20?370 x 15

    3. Krkteristike presek

    3.1. $rmirno %etonsk plo"

    130.00 50.00 205.00

    10

    16

    10

    Y

    X

    16

    30.00 30.00 185.0030.00110.00

    385.00

    Marko Miloevi MRG 52/0 )

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    (te)=

    4001681306

    214+

    23010

    2(16+ 103)+3010(16+

    10

    2)40016

    1306

    2+23010

    2+3010

    =57840

    6610=8.75 cm

    *b=400161306

    2+23010

    2+3010=6610 cm

    2

    +b=40016

    3

    12+400160.75

    21306

    3

    36

    1306

    25.25

    2+2(30103

    36+3010

    210.50

    2)+ 30103

    12+301

    230

    10

    1

    6

    30 30 18530110

    155

    385

    Tb

    17.

    17 8.

    83

    4 +reme t=0

    upo,ednimodul elastinosti :Ec=Ea"a=1.0

    Ec=210GPa=2.1106

    da!/cm2

    =2.1108

    !/cm2

    Eb=9.253MB+10=9.25

    340+10=34.08GPa=0.340810

    6da!/cm

    2=0.340810

    8!/cm

    2

    -oe#icijent ,educije: "b=Eb

    Ea=

    0.3408106

    2.1106 =0.1623

    *b,="b*b=0.16236610=1072.80 cm2

    +b,="b+b=0.1623210864.375=34223.29 cm4

    4 +reme t=tn

    =2.8

    Eb= 2

    2+Eb=

    2

    2+2.834.08=14.20GPa

    Marko Miloevi MRG 52/0 5

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    "b=Eb

    Ea=

    14.20

    210=0.0676

    *b,="b*b=0.06766610=446.96 cm2

    +b,=" b+b=0.0676210864.375=14254.43cm4

    svojen p,ocenat a,mi,anja:/01*a= 1

    100*b=

    1

    1006610=66.10cm

    2

    3.#. !eli"ni nos"

    Presek 567

    Marko Miloevi MRG 52/0 *

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    +lement

    "imen%ije A e *e ee 1 +a [cm4]

    [mm] [mm] [cm2] [cm] [cm3] [cm] +as +ap

    b0t

    0!00 1) )5 1,.-, ,50.5) -., *.-* !!!,.

    **h

    0

    01)50 12 1,) 1.0, 15-)*.1

    -1*.,, 20.-- )-0,.0

    5b

    1t

    1),0 25 11- 1*).-2 1!**.!

    55*.- *1.20 !-1552.

    * !!) 10,.-) !5*!.0

    ,

    --.) ,,0!,.

    )0 ,,0)-*.!)

    +lement A e *e ee 1 +a [cm4]

    [cm2] [cm] [cm3] [cm] +as +ap

    rmat&ra *).!0 0 0 0.)! 0 525-2,.21elininosa

    !!).00 10,.-) !5*!.0, 1,.)1 ,,0)-*.!) 10122.*1

    !-.!0 0.)! !5*!.0, ,,0)-*.!) *2,05*.-1

    1!,5)!.15

    8. I)elni presek

    I)elni presek9 : +reme t=0

    * i0=*a+*b,=398.30+1072.80=1504.26 cm2

    (b= *c*i0=35963.07

    1504.26=23.912io

    (a=c(b=90.4323.91=66.52cm

    +i0=+a+*a(a2++b,+*b,(b

    2

    +i0=1397543.15+398.3066.522+35750.33+1105.9623.91

    2

    Marko Miloevi MRG 52/0 ,

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    +i0=3827999.46cm4

    I)elni presek9 : +reme t=tn

    * i=*a+*b,=398.30+495.11=893.41 cm2

    3b= *c

    * i=35963.07

    893.41=40.252i

    3a=c3b=90.4340.25=50.18 cm

    +i=+a+*a3a2++b,+*b,3b

    2

    +i=1397543.15+398.3050.182+16004.51+495.1140.25

    2

    +i=3218589.11cm4

    Presek 517

    Marko Miloevi MRG 52/0 -

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    +lement

    "imen%ije A e *e ee 1 +a [cm4]

    [mm] [mm] [cm2] [cm] [cm3] [cm] +as +ap

    b0t

    0!00 1) )5 1,.-, ,50.5) -., *.-* !!!,.

    **h

    0

    01)50 12 1,) 1.0, 15-)*.1

    -1*.,, 20.-- )-0,.0

    5b

    1t

    1),0 25 11- 1*).-2 1!**.!

    55*.- *1.20 !-1552.

    *

    b2t2 )20 20 -) 1*,.0, 1)0!!.--

    5.2! 2-.00 2),!5.05

    )1- 11.,5 )*.5

    11*.) 10*51!2.)5

    10*52).!

    +lement A e *e ee 1 +a [cm4]

    [cm2] [cm] [cm3] [cm] +as +ap

    rmat&ra *).!0 0 0 0.)! 0 525-2,.21

    elininosa

    )1,.50 11.,5 )*.5 2.!2 10*52).!

    !5-*-.-,

    Marko Miloevi MRG 52/0

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    )-1.-0 10!.,, )*.5 10*52).!

    --),*.0,

    1500)5.)*

    I)elni presek9 : +reme t=0

    * i0=*a+*b,=481.80+1105.96=1587.76 cm2

    (b= *c

    *i0=49996.95

    1587.76=31.492io

    (a=c(b=103.7731.49=72.28 cm

    +i0=+a+*a(a2++b,+*b,(b2

    +i0=1950045.46+481.8072.282+35750.33+1105.9631.49

    2

    +i0=5599603.10cm4

    I)elni presek9 : +reme t=tn

    * i=*a+*b,=481.80+495.11=976.91cm2

    3b= *c* i

    =49996.95

    976.91=51.182i

    3a=c3b=103.7751.18=52.59cm

    +i=+a+*a3a2++b,+*b,3b

    2

    +i=1950045.46+481.8052.592+16004.51+495.1151.18

    2

    +i=4 595455.50cm4

    Marko Miloevi MRG 52/0 10

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    Presek 5#7

    Marko Miloevi MRG 52/0 11

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    +lement

    "imen%ije A e *e ee 1 +a [cm4]

    [mm] [mm] [cm2] [cm] [cm3] [cm] +as +ap

    b0t

    0!00 1) )5 1,.-, ,50.5) -., *.-* !!!,.

    **h

    0

    01)50 12 1,) 1.0, 15-)*.1

    -1*.,, 20.-- )-0,.0

    5b

    1t

    1),0 25 11- 1*).-2 1!**.!

    55*.- *1.20 !-1552.

    *b

    2t

    2 )20 20 -) 1*,.0,1)0!!.-

    -5.2! 2-.00

    2),!5.05

    b3t

    3 !,0 15 5* 1*-.-2 !*.51 *0.- 10.)120*)11.

    ,

    ),! 125.515!**.)

    *12,.!)

    12,15)).)2

    12,1*,1.,*

    +lement A e *e ee 1 +a [cm4]

    [cm2] [cm] [cm3] [cm] +as +ap

    rmat&ra *).!0 0 0 0.)! 0 525-2,.21elininosa

    ),!.00 125.51 5!**.)* !5.0- 12,1*,1.,*

    5-20*-.,2

    5!,.!0 110.) 5!**.)* 12,1*,1.,*

    110,-5.2

    2!,5*,.*

    I)elni presek9 : +reme t=0

    * i0=*a+*b,=537.30+1105.96=1643.26 cm2

    (b= *c

    *i0=59366.46

    1643.26=36.132io

    (a=c(b=110.4936.13=74.36 cm

    +i0=+a+*a(a2++b,+*b,(b

    2

    +i0=2379567.69+537.3074.362+35750.33+1105.9636.13

    2

    +i0=6829964.43cm4

    I)elni presek9 : +reme t=tn

    Marko Miloevi MRG 52/0 12

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    * i=*a+*b,=537.30+495.11=1032.41cm2

    3b= *c

    * i=59366.46

    1032.41=57.502i

    3a=c3b=110.4957.50=52.99 cm

    +i=+a+*a3a2++b,+*b,3b

    2

    +i=2379567.69+537.3052.992+16004.51+495.1157.50

    2

    +i=5541235.85cm4

    Presek 56; 51; 5#;

    1450 x 12

    300 x 14

    470 x 25

    1450 x 12

    300 x 14

    470 x 25

    420 x 20

    1450 x 12

    300 x 14

    470 x 25420 x 20

    370 x 15

    !eli"nipresek

    1osa *

    [cm2]

    !!) )1- ),!

    e 1

    [cm]10,.-) 11.,5 125.51

    +

    [cm4

    ]

    ,,0 )-*.!) 1 0*5 2).! 1 2,1 *,1.,*

    Marko Miloevi MRG 52/0 1!

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    1osaiarm

    at&ra

    *a

    cm

    [2]

    !-.!0 )-1.-0 5!,.!0

    c

    [cm]0.)! 10!.,, 110.)

    +a

    [cm4]

    1 !, 5)!.15 1 50 0)5.)* 2 !, 5*,.*

    Spregn

    utipresek

    t

    * i0

    cm

    [2]

    1 50).2* 1 5-,.,* 1 *)!.2*

    ( b

    [cm]2!.1 !1.) !*.1!

    +i0

    [cm4]

    ! -2, .)* 5 5 *0!.10 * -2 *).)!

    t

    *i

    cm

    [2]

    -!.)1 ,*.1 1 0!2.)1

    3b

    [cm])0.25 51.1- 5,.50

    +i

    [cm4]! 21- 5-.11 ) 55 )55.50 5 5)1 2!5.-5

    Marko Miloevi MRG 52/0 1)

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    'ont( "eli"nog nos"

    R R!200

    =: I% > ,etonirne kolo+o:ne plo"e

    =: II > Spregnuti nos" prim uti*e sopst+ene te(ine=: II% > 'ost optere?en pokretnim optere?enem=: III > Spregnuti presek prim uti*e skupln %eton=: III% > Spregnuti presek prim uti*e te"en %eton=: III* > Spregnuti presek prim uti*e r:li"itog :gre+n plo"e inos"

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    p=23.50

    2470.

    44

    340.

    75

    340.

    75

    M5=2470.44 !m

    6a=340.75 !

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    nali%a optereenja po jednom nosa&

    pis optereenja *[cm2 ] 4[ !/m3 ] $1[!/m1]

    s4alt na kolovo%& 1!,5.00 21.00 2.-Montani 6 vena7 250.00 25.00 0.*2

    6eton isp&ne peake sta%e iinstala7ije

    !.00

    s4alt na peakoj stasi 1*0.00 21.00 0.!)grada 0.)0

    8kela i oplata 9!.50

    5+=3.75 !/m1

    p=3.75

    394.22

    54.38

    54.38

    M5=394.22 !m

    6a=6b=54.38 !

    Marko Miloevi MRG 52/0 1,

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    p1

    =p

    2

    +p

    17

    3-d=5.41+

    51.10+0.45

    23=17.04 !/m1

    p=17.04 p=17.04p=5.41

    P=89

    .94

    P=89

    .94

    P=89

    .94

    7.25

    6.50

    5.75

    6.50

    5.75

    M (L/2)

    F1 F2F3

    11.50 1.50 1.50 1.50 1.50 11.50

    2.00

    Ml/2p. o .

    =P(31+32+33 )+p1

    (71+72 )+p2

    7

    3=89.94(7.25+6.50+6.50 )+17.04( 5.752 11.50+ 5.752 11

    p=17.04p=5.41

    P=89.94

    P=89.94

    P=89.94

    1.00

    0.95

    0.90

    0.84

    F1F2

    Ta

    1.50 1.50 1.50 24.50

    2.00

    2*p . o .

    =P(31+32+33 )+p1

    7

    2+p

    2

    7

    1=89.94(1.00+0.95+0.90 )+

    17.040.84

    224.50+

    5.411+0.84

    2

    Marko Miloevi MRG 52/0 1

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    p=17.04p=5.41

    P=89.94

    P=89.94

    P=89.94

    0.50

    0.45

    0.40

    0.34

    0.50

    F1F2

    T (l/2)

    14.50 1.50 1.50 1.50 10.00

    2.00

    2l /2p . o .

    =P(31+32+33 )+p1

    72+p2

    71=89.94(0.50+0.45+0.40 )+

    17.040.34

    210+

    5.410.50+0.34

    2

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    >nG=M

    +( n

    G=

    247044

    1271671.76(108.34)=21.05 !/cm2

    >n?=M

    +

    (n?=

    247044

    1271671.7644.06=8.56 !/cm

    2

    =: II B)o)tno stlno optere?eneD

    !=0

    M++a=394.22 !m

    >bG="b( !*i +

    M

    +i(( bG ))=0.172394226829964.43(44.96 )=0.045 !/cm2

    >b?="b( !* i+

    M

    +i((bG ))=0.172394226829964.43(18.96 )=0.019 !/cm2

    >nG="n( !*i +

    M

    +i((bG ))= 394226829964.43(18.96 )=0.11!/cm2

    >n?="n(!* i

    +M+i(+(bG ))=

    39422

    6 829964.43(+133.44 )=0.77 !/cm2

    =: II% Bpokretno optere?eneD

    !=0

    M++b=3159.04 !m

    >bG="b( !*i +

    M

    +i(( bG ))=0.1723159046829964.43 (44.96 )=0.36 !/cm2

    >b?="b( !* i+

    M

    +i((bG ))=0.1723159046829964.43 (18.96 )=0.15 !/cm2

    >nG="n

    (

    !

    *i

    +M

    +i

    ((bG )

    )=

    315904

    6829964.43(18.96 )=0.88 !/cm2

    Marko Miloevi MRG 52/0 22

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    >n?="n( !* i+

    M

    +i(+(bG ))= 3159046 829964.43(+133.44 )=6.17 !/cm2

    Marko Miloevi MRG 52/0 2!

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    A.#. Pror"un npon u t=tn

    A.#.1.Uti* skupln %eton

    Ms=1784.66 !m !s=3103.76 !

    >bG="b(!s* i +

    Ms

    +i(3b

    G)) (s)Eb=0.077(3103.761032.41 + 1784665541235.85(66.33 ))(0.0003 )16

    >b?="b

    (

    !s

    *i

    +Ms

    +i

    (3b? )

    )(s)Eb=0.077

    (

    3103.76

    1032.41+

    178466

    5541235.85(40.33)

    )0.00031609

    Marko Miloevi MRG 52/0 2)

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    >nG=!s

    *i+Ms

    +i(3n

    G)=3103.761032.41

    + 178466

    5541235.85(40.33 )=4.30 !/cm2

    >n?=!s

    * i+Ms

    +i3n

    ?=3103.76

    1032.41

    + 178466

    5541235.85

    112.07=0.60 !/cm2

    A.#.#.Uti* te"en %eton

    M=469.16 !m !=129.16 !

    >bG="b(!* i+

    M

    +i(3b

    G)):>b0G =0.077(129.161032.41 + 469.165541235.85(66.33))0.560.045=0.035

    >bG="b(

    !

    * i+M

    +i(3b

    ? )):>b0? =0.077(129.161032.41+ 469.165541235.85(40.33))0.560.019=0.02

    >nG=!

    * i+M

    +i3n

    G=129.16

    1032.41+

    469.16

    5541235.85(40.33)=0.13 !/cm2

    >n?=!s

    * i+Ms

    +i3n

    G=129.16

    1032.41+

    469.16

    5541235.85112.07=0.12 !/cm

    2

    A.#.&.Uti* temperturne r:like

    t

    s=

    1.2104

    1.5104=0.80

    >bG=>bst

    s=0.870.80=0.70 !/cm

    2

    >b?=>bs t

    s=0.810.80=0.65 !/cm

    2

    >nG=>nst

    s=4.300.80=3.44 !/cm

    2

    >n?=>ns t

    s=0.600.80=0.48 !/cm

    2

    Marko Miloevi MRG 52/0 25

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    . Pror"un spregnute konstruk*ie s pri+remenim oslon*em u l /2

    =: I > 'ont( "eli"nog nos"

    Marko Miloevi MRG 52/0 2*

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    RA RBRC

    R'A R'BRC

    R'A R'B

    RC

    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    l /2=14.5m l /2=14.5m

    =: I% > ,etonirne kolo+o:ne plo"e

    l /2=14.5m l /2=14.5m

    =: II > Po o"+r?+nu %eton ukln se pri+remeni oslon* nego+urek*iu prim spregnuti nos"

    l /2=14.5m

    l /2=14.5m

    Marko Miloevi MRG 52/0 2,

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    Mmax=347.39 !m

    6*=6B=0.3755l

    2=0.37523.5014.5=127.78 !

    6@=1.255l

    2=1.2523.514.5=425.94 !

    .1.#.=: II

    P=425.94

    29.00

    3088.06

    -212.97

    212.97

    Mmax=6@l

    4=

    425.9429

    4=3088.06 !m

    6*=6B=6@

    2= 425.94

    2=212.97 !

    .1.&.=: II%

    . nali%a optereenja po jednom nosa&

    pis optereenja *[cm2 ] 4[ !/m3 ] $1[!/m 1]

    s4alt na kolovo%& 1!,5.00 21.00 2.-Montani 6 vena7 250.00 25.00 0.*2

    6eton isp&ne peake sta%e iinstala7ije !.00

    s4alt na peakoj stasi 1*0.00 21.00 0.!)

    Marko Miloevi MRG 52/0 2

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    p=17.04p=5.41

    P=89.94

    P=89.94

    P=89.94

    1.00

    0.95

    0.90

    0.84

    F1F2

    Ta

    1.50 1.50 1.50 24.50

    2.00

    2*p . o .

    =P(31+32+33 )+p1

    7

    2+p

    2

    7

    1=89.94(1.00+0.95+0.90 )+17.04

    0.84

    224.50+

    5.411+0.84

    2

    .#. =: III > Skuplne %eton

    *b=6430 cm2

    8=1566.80cm

    dm=2*b8

    =26430

    1566.80=8.21

    6elativnavla)nost s,edine=90

    s=0.309

    t=tn

    !s=Eb*b s=160964300.0003=3103.76 !

    Ms=!s3b=3103.760.575=1784.662!m

    .&. =: III% > Te"ene %eton

    :=

    2+=

    2.5

    2+2.5=0.56

    M=M++a+M++b=3088.06+394.22=3482.28 !m

    Marko Miloevi MRG 52/0 !2

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    !b0=M*b,(b,

    +i0=

    3482281105.9636.136829964.43

    =2037.29 !

    !=:!b0=0.562037.29=1140.88!

    Mb0=M+b,+i0

    =3482.2835750.33

    6 829964.43=18.23!m

    M=M+:(Mb0+!b03b0 )=3482.28+0.56(18.23+2037.290.5750 )=4148.50 !m

    .3. =: III* > Temperturn r:lik

    ; t=10 Uti*e prim "eli"ni nos"

    M@+=617.61 !m

    !+=0

    >nG=M+

    +io(n

    G= 61761

    1271671.76(108.34 )=5.26 !/cm2

    >n?=M+

    +io(n

    ?= 61761

    1271671.7644.06=2.14 !/cm

    2

    F.1.#.=: II II% > Uti*e prim spregnuti nos"

    Marko Miloevi MRG 52/0 !!

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    M++=M++a+M++b=3088.06+394.22=3482.28!m

    !++=0

    >bG="b

    M+

    +io(n

    G=0.1723482286829964.43

    (44.96 )=0.39 !/cm2

    >b?="b

    M+

    +io(n

    ?=

    0.172348228

    6829964.43(18.96 )=0.17 !/cm2

    >nG=

    M++

    +io(n

    G= 348228

    6829964.43(18.96)=0.97 !/cm2

    >n?=M++

    +io(n

    ?=

    348228

    6829964.43133.44=6.80 !/cm

    2

    F.1.&.=: II* > Pokretno optere?ene

    M=3159.04 !m

    !=0

    >bG="b

    M+

    +io(n

    G=0.172315904

    6829964.43(44.96 )=0.36 !/cm2

    >b?="b

    M+

    +io(n

    ?=

    0.172315904

    6829964.43(18.96 )=0.15 !/cm2

    >nG=

    M++

    +io(n

    G= 315904

    6829964.43(18.96)=0.88 !/cm2

    >n?=M++

    +io(n

    ?=

    315904

    6829964.43133.44=6.17 !/cm

    2

    Marko Miloevi MRG 52/0 !)

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    Marko Miloevi MRG 52/0 !5

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    F.#.&.=: III* > Uti* temperturne r:like

    t

    s=

    1.2104

    1.5104=0.80

    >bG=>

    b

    s

    ts

    =0.870.80=0.70 !/cm2

    >b?=>bs t

    s=0.810.80=0.65 !/cm

    2

    >nG=>nst

    s=4.300.80=3.44 !/cm

    2

    >n?=>ns t

    s=0.600.80=0.48 !/cm

    2

    :a%eapon

    Ies g ;

    teenjep

    snovno

    optereenje

    bG 90.-- 90.51 90.!* 91.,5 90.,0 92.)5

    >b? 90.-1 90.2) 90.15 91.20 90.*5 91.-5

    >nG 5.2* 9).!0 91.1 90.-- 91.-! 9!.)) 95.2,

    >n? 92.1) 0.*0 .) *.1, 1).12 0.)- 1).*0

    'a elik !.63v=26 !/cm2

    Osno+no optere?ene >dop=0,665>v=0,66526=17,29 !/cm2

    Marko Miloevi MRG 52/0 !,

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    =: II > Posle +e:i+n %eton i uklnn oslon*9 spregnuti presek

    prim rek*iu 6c+P

    R'A R'B

    RC+P

    =: II% > Spregnuti presek prim uti*e sopst+ene te(ine II -:e=: II* > 'ost optere?en pokretnim optere?enem=: III > Spregnuti presek prem uti*im skupln %eton=: III% > Spregnuti presek prem uti*im te"en %eton=: III* > Spregnuti presek prem uti*im r:li"itog :gre+n kolo+o: i

    "eli"nog nos"

    16.1. =: I16.1.1. =: I

    nali%a optereenja po jednom nosa&

    pis optereenja *[cm2 ] 4[ !/m3 ] $1[!/m 1]

    elini nosa )0-.!! ,-.50 3.20

    3olovo%na ploa *)!0.00 25.00 16.08

    plata i skela 3.50

    5+=23.50 !/m1

    Marko Miloevi MRG 52/0 )0

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    Pmax29

    4=2029.46+617.61

    Pmax=194.74 !

    Us+m P=50!

    M+=5l

    2

    8+Pl

    4=

    23.514.52

    8+5029

    4=980.11 !m

    P=50.00

    14.50 14.50

    -362.50

    16.#. =: II16.#.1. =: II

    6c+P=425.94+50=475.94 !

    P=475.94

    14.50 14.50

    3450.56

    M++a=3450.56 !m

    16.#.#. =: II% > /o)tn sopst+en te(in

    nali%a optereenja po jednom nosa&

    Marko Miloevi MRG 52/0 )2

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    !b0=M*b,(b

    +i0=

    3799781105.9636.136829964.43

    =2223.04!

    !=:!b0=0.562223.04=1111.52!

    Mb0=M+b,+i0

    =3799.7835750.33

    6829964.43=19.89 !m

    M=M+:(Mb0+!b03b )=3799.78+0.56(19.89+2223.040.5750 )=4526.74 !m

    16.&.&. =: III* > Uti* temperturne r:like

    ; t=10 Uti*e prim "eli"ni nos"

    M+=

    5( l2 )2

    8Pl

    4=23.514.5

    2

    8

    5029

    4=617.61362.5=980.11!m

    >nG=M

    +(G=

    98011

    1271671.76(108.34 )=8.35 !/cm2

    >n?=M

    +(?=

    98011

    1271671.76

    44.06=3.40 !/cm2

    Marko Miloevi MRG 52/0 )*

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    Marko Miloevi MRG 52/0 50

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    Marko Miloevi MRG 52/0 51

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    p*1 p*2

    P*

    P*

    P*

    10 2 3 4 5 6 7 8 9 10

    11 12 13 14 15 16 17 18 19

    20

    29.00 29.00

    F1

    F2 F3

    p*1

    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    M10=2301.72 !m

    3 1 31 32 3 1 1

    2.0

    0.20

    64

    0.

    1527

    1.400.10

    0.

    0537

    2.0

    0.20

    64

    0.1625

    1.40 0.10

    0.

    043"

    2.90 :0.0537=1.40:xx=0.025931=0.1527+0.0259=0.1786

    2.90 :0.0537=0.10:xx=0.001831=0.15270.0018=0.1509

    2.90 :0.0439=1.40:x x=0.02123 2=0.1625+0.0212=0.1837

    2.90 :0.0439=0.10:xx=0.001531 1 =0.16250.0212=0.1413

    Marko Miloevi MRG 52/0 5)

    6 6 61 0.

    0501

    1.)52

    # 0.100

    -

    2.2!

    20.150

    ).!,*1

    & 0.152,

    ).)2-!

    0.1,-*

    5.1,)

    3 0.20*)

    5.-5*

    0.

    1-!,

    5.

    !2,!

    8 0.1*25

    ).,125

    0.1

    )1!

    ).0

    ,,

    < 0.121*

    !.52*)

    A 0.0-

    )!

    2.))

    ),

    0.0512

    1.)-)-

    73

    10.*,!,-.*5-15.*,-!.1150.*2

    #F.16A

    72

    2.10*,*.!)5!10.2101.

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    p*1p*2

    P*

    P*

    P*

    10 2 3 4 5 6 7 8 9 10

    11 12 13 14 15 16 17 18 19

    20

    29.00 29.00

    F1

    F2

    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    10 2 3 4 5 6 7 8 9 10

    11 12 13 14 15 16 17 18 19

    20

    F1

    F2 F3

    M10=(P (31+32+33 )+p1 (72+73 )+p271 )=(89.94(5.1794+5.9856+5.3273 )+17.04(18.6710+29.1

    0

    3 1 31 32 3 1 1

    2.0

    1.40

    1.

    00

    0.

    8753

    0.

    1247

    2.0

    0.

    8753

    0.

    7520

    1.500.10

    0.

    1233

    2.90:0.1247=1.40:xx=0.060231=0.8753+0.0602=0.9355

    2.90:0.1233=2.80:x x=0.119032=0.7520+0.1190=0.8710

    2.90:0.1233=1.30:x x=0.055331 1 =0.7520+0.0553=0.8073

    Marko Miloevi MRG 52/0 55

    6 1

    3 0.!55

    1 0.-,5!

    3 0.-,10

    3 0.-0,!

    # 0.,520

    & 0.*1

    !23 0.51*0

    8 0.)0*0

    < 0.!0)0

    A 0.2110

    0.12-0

    F 0.05,0

    16

    0

    72

    1.01!51.,51.*!,!1.!!*1.0250.,)2)0.)1*0.2*-20.0-2*.818

    71

    1.)51*1.2*,*0.0-,!1.25-,3.6

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    p*1p*2

    P*

    P*

    P*

    10 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

    20

    29.00 29.00

    p*1

    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    10 2 3 4 5 6 7 8 9 10

    11 12 13 14 15 16 17 18 19

    20

    F1

    F2

    0=P

    (3 1+31+32 )+p1

    7

    2+p

    2

    7

    3=89.94(1.0+0.9355+0.8710 )+17.048.5815+5.414.0652=420.

    10

    3 1 31 32 3 1 1

    1.00

    2.0

    1.40

    0.943

    0.

    057

    0.943

    2.0

    0.872

    1.500.10

    0.

    071

    2.90 :0.057=1.40:xx=0.02831=0.943+0.028=0.971

    2.90 :0.071=2.80:x x=0.06832=0.872+0.068=0.940

    Marko Miloevi MRG 52/0 5*

    6 61 0.02

    5# 0.0)

    -& 0.0*

    -3 0.0-

    )8 0.0

    )< 0.0

    *A 0.0-

    0.0,

    2

    F 0.0)!

    16

    1

    31

    0.,1

    11

    0.)!

    32

    0.)0

    3 0.0

    )1#

    0.-,2

    1&

    0.,-

    13

    0.**

    18

    0.5)

    1 Uti* sopst+ene te(ine

    M$=2470.34 !m

    >bG="b

    M$

    +io(b

    G=0.172247034

    6829964.43(44.96)=0.28 !/cm2

    >b?

    ="bM$

    +io (b

    ?

    =

    0.172247034

    6829964.43 (18.96)=0.12 !/cm2

    >nG=M$

    +io(n

    G= 247034

    6829964.43(18.96 )=0.68!/cm2

    >n?=

    M$

    +io(n

    ?=247034

    6829964.43133.44=4.83 !/cm

    2

    1&.1.#. =: II > Uti* pokretnog optere?en

    Mp=2301.72!m

    >bG="b

    Mp

    +io(b

    G=

    0.172230172

    6829964.43(44.96)=0.26 !/cm2

    >b?="b

    Mp

    +io(b

    ?=0.172230172

    6829964.43(18.96)=0.11!/cm2

    >nG=Mp

    +io( n

    G=230172

    6829964.43(18.96 )=0.64 !/cm2

    >n?=Mp

    +io(n

    ?=230172

    6829964.43133.44=4.50 !/cm

    2

    Marko Miloevi MRG 52/0 5

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    Ms=892.79 !m

    >bG="b(!s* i +

    Ms

    +i3

    G)sEb=0.077(3103.761032.41 + 892795541235.85(66.33))+0.00031609=0.33 !

    >b?="b(!s*i +

    Ms

    +i3

    ?)sEb=0.077(3103.761032.41 + 892795541235.85(40.33 ))+0.00031609=0.30

    >nG=!s

    *i+Ms

    +i3n

    G=3103.76

    1032.41+ 89279

    5541235.85(40.33 )=2.36 !/cm2

    >n?

    =

    !s

    * i +

    Ms

    +i 3n?

    =

    3103.76

    1032.41 +

    89279

    5541235.85112.07

    =4.81

    !/cm

    2

    Marko Miloevi MRG 52/0 *2

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    T1 T2 T3

    4.98

    3.43

    &1 &2 &3 &4

    3.625 3.625 3.625 3.625

    7.25

    14.50

    14.50 7.25

    14.50

    21=4.59 !/cm

    22=4.20 !/cm

    23=3.82 !/cm

    1=

    20+2

    1

    2F=

    4.98+4.59

    2362.5=1734.56!

    2=

    21+222

    F=4.59+4.20

    2362.5=1593.19!

    3=

    22+2

    3

    2F=

    4.20+3.82

    2362.5=1453.62 !

    4=2

    3+2

    4

    2F=

    3.82+3.43

    2362.5=1314.06 !

    13.1.#. Pror"un nosi+osti mo()nik

    I +rint > Kom%ino+ni mo()ni*i Bkruti si)roD

    !d=6?E+Da

    6?E=*13'6B

    Da=/*a>a

    Marko Miloevi MRG 52/0 *)

    h

    1'

    2

    3

    10

    13

    26

    m

    10

    10

    10

    10

    30

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    *1=103=30cm2

    *2=b0(dp+hv )=28(16+10)=728cm2

    3=*

    2

    *1

    =728

    30=4.93>33=3

    '6B=0.6'b (28)=0.65.0=3.0!/cm2

    6?E=3033.0=270!

    /=0.7Aa Aatvo,enasid,a

    >a=140MPa=14 !/cm2

    *a=,2

    4=

    1.02

    4=0.785 cm

    2

    Da=0.70.78514=7.69 !

    Da 1=0.707Da=0.7077.69=5.43 !

    !d=270+7.69=277.69 !

    II +rint > Elsti"ni mo()ni*i B"ep s gl+omD

    Marko Miloevi MRG 52/0 *5

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    =svajam ra%mak modanika od e=50cm to &% raspon od l=29m daje &k&pan $roj

    kr&ti> modanika 8 kom.

    II +rint

    n1= 1!dop

    =1734.56197.92

    =8.76 omusvajam :n1=9 om

    e1=

    F

    n1

    =362.5

    9=40.28 cmusvajam:e1=40cm

    n2=

    2

    !dop=1593.19

    197.92=8.05 omusvajam : n

    1=9om

    e2=

    F

    n2

    =362.5

    9=40.28 cmusvajam:e2=40cm

    n3=

    3

    !dop=

    1453.62

    197.92=7.34 omusvajam: n

    1=8om

    e3=

    F

    n3

    =362.5

    8=45.31 cmusvajam:e3=45cm

    n4=

    4

    !dop=

    1314.06

    197.92=6.64 omusvajam : n

    1=7om

    e3=F

    n3

    =362.5

    7=51.79cmusvajam: e

    4=50cm

    =svajam ra%mak modanika od e=40cm to &% raspon od l=29m daje &k&pan $roj

    kr&ti> modanika A& kom.

    Rekpitul*i

    I +rint

    Pr+ i :)n "et+rtin

    n=725

    50=14.50usvojeno:n=15om

    /rug i tre? "et+rtin

    Marko Miloevi MRG 52/0 *-

  • 7/25/2019 Spregnute Konstrukcije I Graficki Rad

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    [SPREGNUTE KONSTRUKCIJE] 1. grafki rad

    n=725

    60=12.08usvojeno:n=13om

    Ukupno

    n=56om

    II +rint

    Pr+ i :)n "et+rtin

    n=725

    40=18.12usvojeno :n=19om

    /rug i tre? "et+rtin

    n=72545

    =16.11usvojeno: n=17om

    Ukupno

    n=72om