Distribution Factors Bridge Slab

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    TXDOT County: ANY Highway: Any Design: BRG Date: 2/16/15 2004 R!D "#e$sBR%DG& C'"'(: )))'))')))) %D *: )))) C+ Dsn: Date: Re,- 06/0. ' No %ntei

    D%3%"%N Des$i#: "a'ea "u#estu$tue !ie: *3A7&8 "heet:

    INPUT: "e$tion 9o#eties

    "a Beas Bea Co#osite5"B12 5-00 ft De#th in 12-00 1;-00

    6 ,ehang< H 2-4= ft 6-00 .-51

    2.-5. ft Bi>ge ?i>th< ? 2=-=. ft ;1; 1eg Rai ?i>th< R? 1 ft . < fo shea an>oent D! on the a eas- M No s+ew $oe$tion fa$to ae a##ie>-

    M De$+e> "a Beas an> Doue Fee Beas ha,e a aLiu D!of "/10- M %n no $ase sha the D! e ess than ONPN-

    Iterior LLDF# $It

    %

    &'terior LLDF# $&'t

    %

    ()L(UL)TION*:

    FLDF uses Fae 4-6-2-2-2'1 fo aD!-

    FLDF >oes not a##y a s+ew$oe$tion fa$to-

    Che$+ :

    Che$+ N:

    FLDF 9oi$y states g ust e J ONPN

    ONPN

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    TXDOT County: ANY Highway: Any Design: BRG Date: 2/16/15 2004 R!D "#e$sBR%DG& C'"'(: )))'))')))) %D *: )))) C+ Dsn: Date: Re,- 06/0. ' No %ntei

    D%3%"%N Des$i#: "a'ea "u#estu$tue !ie: *3A7&8 "heet:

    L&+&R RUL& 5-00 ft Rai ?i>th 1-00 ft

    H 2-4= ft

    %NF&R%R &)F&R%R ) "H'Rai'2ft 4-4= ft

    !o " Q 4: For X , -:

    ne ane 0-500 ne ane 0-44=

    For 4 / * , -: !o 6 ) Q 12:

    ne ane 0-500 ne ane 0-2=.

    Fwo anes 0-600

    !o 6 " 10: !o 12 ) 1.:

    ne ane 0-400 ne ane 0-2=.

    Fwo anes 0-500 Fwo anes '0-45@

    %NF&R%R &)F&R%R

    ne ane oa>e> 0-500 ne ane oa>e> 0-44=

    Fwo anes oa>e> 0-600 Fwo anes oa>e> 0-44=

    #hear ' oment %istribution er ane+ #hear ' oment %istribution er ane+

    e,e Rue e,e Rue

    g KaL 0-500 E 1-2 < 0-600 E 1-0 g KaL 0-44= E 1-2 < 0-44= E 1-0

    g 0-600 g 0-5@=

    FLDF >oes not a##y a s+ew $oe$tion fa$to- FLDF >oes not a##y a s+ew $oe$tion fa$to-

    0-42= 0-42=

    "

    INT&RIOR &)1: &XT&RIOR &)1:

    7se &uation fo Fae 4-6-2-2-2'1 e$ausea $iteia is -

    7se &uation fo Fae 4-6-2-2-2'1 e$ause a$iteia is -

    gint1

    geLt1

    g%nt

    is the aLiu of g3int1

    an> ONPN

    - g

    &Ltis the aLiu of g

    %nt< g

    eLt1< an> ON

    PN

    -

    16

    32(X

    S)

    16

    32(X

    S+

    X6

    S )

    16

    32(X

    S+X6

    S )

    +

    +

    S

    X

    S

    X

    S

    X 126

    32

    16

    16

    32

    16

    32

    16

    32(1+S4

    S )16

    32(1+

    S6

    S )16

    32(1+S6

    S+S4

    S )

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    TXDOT County: ANY Highway: Any Design: BRG Date: 2/16/15 2004 R!DBR%DG& C'"'(: )))'))')))) %D *: )))) C+ Dsn: Date: Re,- 06/0. ' No

    D%3%"%N Des$i#: "a'ea "u#estu$tue !ie: *3A7&8 "heet:

    0.429 0.429g%nt g&Lt

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    1 2 @ Kuti#e 9esen$e

    Fy#e D KaL !a$to

    "a Beas 0-; N/A No- anes

    De$+e> "a Beas 2-0 10-0 1 1-20

    Doue Fee Beas 2-2 10-0 2 1-00

    @ 0-.5

    Non,oi>e> Re$tangua Beas 0-; N/A 4 0-65

    Re$tangua Beas with Ci$ua 3oi>s 0-. N/A

    BoL "e$tion Beas 1-0 N/A

    Channe Beas 2-2 N/A "tatus: Define>

    F'Beas 2-0 N/A Defauts: >one

    Doue F'Beas 2-2 N/A

    1 2 @ 4 5 6

    Bea ?i>th De#th Aea

    in in in

    *lab eas

    4"B12 4;-;5 12 6-00 5;@-0 6

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    .HF@6 =5-;5 @6 2@-4@ 1

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    2.-0 " 5-0

    N 2 ) 4-5

    ane ?i>th 12-00

    e,e Rue ' 12-00 ft ane

    No- anes%nteio &Lteio

    g g

    1 0-500 0-44=

    2 0-600 0-44=

    @ 0-600 0-44=

    4 0-600 0-44=

    5 0-600 0-44=

    6 0-600 0-44=

    ; 0-600 0-44=

    . 0-600 0-44=

    = 0-600 0-44=

    10 0-600 0-44=

    ; . 11 0-600 0-44=

    ?eight 12 0-600 0-44=

    +f 1@ 0-600 0-44=

    14 0-600 0-44=

    10.e> an>

    622

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    1

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    Fauate> 3aues

    4B20 5=1-. =-.1 2.

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    It

    1 ft'/2 *NAK&T

    2 /2 ' tw *NAK&T

    @ /2 ' tw *NAK&T

    i Continuous Gi>e @4@

    0-1Ei @4-@

    0-@E> *NAK&T

    1/i *NAK&T

    2/i *NAK&T

    @/i *NAK&T

    !o !igue 4-6-2-6-2'2

    s1/1 *NAK&T

    1/1 *NAK&T

    s1/1 *NAK&T

    1/1 *NAK&T

    s1/1 *NAK&T

    1/1 *NAK&T

    e1 *NAK&T

    e2 *NAK&T

    e@ *NAK&T

    ?ef the Kiniu of:

    0-;

    Fi$ure 4.-.2.-.282

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    0 0-1 0-2 0-@ 0-4 0-5

    0

    0-1

    0-2

    0-@

    0-4

    0-5

    0-6

    ee!tive idt;si!

    b

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    %nt s

    *R&!8 *R&!8 *R&!8

    *R&!8 *R&!8 *R&!8

    *R&!8 *R&!8 *R&!8

    *R&!8 *R&!8 *R&!8

    *R&!8 *R&!8 *R&!8

    *R&!8 *R&!8 *R&!8

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    0-6 0-; 0-. 0-= 1

    l idt;

    Forbm

    li

    0 .7 :bm=0.173 l

    i

    Forbs

    li

    :bs=0.104 l

    i

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    %nt

    *R&!8 a $ > *R&!8 *R&!8 *R&!8 *R&!8 a

    *R&!8 *R&!8 *R&!8 *R&!8 *R&!8 *R&!8 *R&!8 *R&!8 *R&!8 *R&!8

    *R&!8 a $ > *R&!8 *R&!8 *R&!8 *R&!8 a

    *R&!8 *R&!8 *R&!8 *R&!8 *R&!8 *R&!8 *R&!8 *R&!8 *R&!8 *R&!8

    *R&!8 a $ > *R&!8 *R&!8 *R&!8 *R&!8 a

    *R&!8 *R&!8 *R&!8 *R&!8 *R&!8 *R&!8 *R&!8 *R&!8 *R&!8 *R&!8

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    $ >

    *R&!8 *R&!8 *R&!8

    $ >

    *R&!8 *R&!8 *R&!8

    $ >

    *R&!8 *R&!8 *R&!8

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