31

도로교설계기준 부분개정 신-구 대비표

Embed Size (px)

DESCRIPTION

참고할것

Citation preview

  • - 1 -

  • - 2 -

  • - 3 -

  • - 4 -

    ()

  • - 5 -

    140 : lr 20

    140 - 0.84 ( lr -20) :

    20 < lr 931,200,000

    6,700+( lr )2

    93 < lr

    15 < lr 801,200,000

    5,000+( lr )2

    80 < lr

    210 : lr 14

    14 < lr 761,200,000

    4,500+( lr )2

    76 < lr

    260 : lr 18

    18 < lr 671,200,000

    3,500+( lr )2

    67 < lr

    130 : lr 20

    20 < lr 97

    1,200,0007,300+( lr )

    2

    97 < lr

    175 : lr 15

    15 < lr 83

    1,200,0005,300+( lr )

    2

    83 < lr

    200 : lr 14

    14 < lr 781,200,000

    4,700+( lr )2

    78 < lr

    250 : lr 18

    18 < lr 691,200,000

    3,600+( lr )2

    69 < lr

    195 : lr 14

    14 < lr 791,200,000

    4,900+( lr )2

    79 < lr

    245 : lr 18

    18 < lr 691,200,000

    3,700+( lr )2

    69 < lrlr

    3.3.2 (MPa)

    lr 20

    ( lr -20)

    20< lr 931,200,000

    6,700+( lr )2

    93< lr

    lr 15

    ( lr -15)

    15< lr 801,200,000

    5,000+( lr )2

    80< lr

    lr 14

    ( lr -14)

    14< lr 761,200,000

    4,500+( lr )2

    76< lr

    lr 18

    ( lr -18)

    18< lr 671,200,000

    3,500+( lr )2

    67< lr

    lr 20

    ( lr -20)

    20< lr 97

    1,200,0007,300+( lr )

    2

    97< lr

    lr 15

    ( lr -15)

    15< lr 83

    1,200,0005,300+( lr )

    2

    83< lr

    lr 14

    ( lr -14)

    14< lr 781,200,000

    4,700+( lr )2

    78< lr

    lr 18

    ( lr -18)

    18< lr 691,200,000

    3,600+( lr )2

    69< lrlr 14

    ( lr -14)

    14< lr 791,200,000

    4,900+( lr )2

    79< lr

    lr 18

    ( lr -18)

    18< lr 691,200,000

    3,700+( lr )2

    69< lrlr

    lr 15

    ( lr -15)

    15< lr 80

    1,200,0005,000+( lr )

    2

    80< lr

    lr 14

    ( lr -14)

    14< lr 76

    1,200,0004,500+( lr )

    2

    76< lr

    lr 15

    ( lr - 15)

    15 < lr 74

    1, 200, 0004, 200 +( lr )

    2

    74 < lr

    lr 18

    ( lr - 18)

    18 < lr 67

    1, 200, 0003, 500 +( lr )

    2

    67 < lrlr

  • - 6 -

  • - 7 -

    A wA c 2

    lb 4.5

    140-2.4( lb -4.5)4.5 < lb 30

    lb 4.0

    190-3.8( lb -4.0)4.0 < lb 30

    lb 3.5

    210-4.4( lb -3.5)3.5 < lb 27

    lb 5.0

    260-6.6( lb -5.0)5.0 < lb 25

    lb 5.0

    130-2.2( lb -5.0)5.0 < lb 30

    lb 4.0

    175-3.5( lb -4.0)4.0 < lb 30

    lb 4.0

    200-4.2( lb -4.0)4.0 < lb 27

    lb 5.0

    250-6.2( lb -5.0)5.0 < lb 25

    lb 4.0

    195-4.0( lb -4.0)4.0 < lb 27

    lb 5.0

    245-6.0( lb -5.0)5.0 < lb 25

    lb

    9K

    140-1.2(K lb -9)9K