ujian beton prategang arvin

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  • 8/16/2019 Ujian Beton Prategang Arvin

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    KONDISI TRANSFER AKIBAT BEBAN MATI

    δ  = -6800 x 576 [ 0.26 - 4 x8 x 28 x

    δ  = -6800 x 576 x 0.2214814327040

    δ  = -867498.667

    14327040

    δ  = -0.0605 m ↑

    δ  = 5 x 11.26 x 331776384 x 28 x 1000000 x 0.06396

    δ  = 18678988.8687697920

    δ  = 0.0272 m ↓

    = -0.0334 m ↑ ˂ span/250 =

    KONDISI SERVICE AKIBAT BEBAN MATI + BEBAN HIDUP

    δ  = -4500 x 576 [ 0.26 - 4 x8 x 28 x

    δ  = -4500 x 576 x 0.2214814327040

    δ  = -574080

    14327040

    δst

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    δ  = -0.0401 m ↑

    δ  = 5 x 41.26 x 331776384 x 28 x 1000000 x 0.06396

    δ  = 68445388.8687697920

    δ  = 0.0995 m ↓

    = 0.0595 m ↓ ˂ span/250 =δst

  • 8/16/2019 Ujian Beton Prategang Arvin

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    0.26 x 64 / ( 3 x 576 ) ]1000000 x 0.06396

    14815

    0.096 m

    0.26 x 64 / ( 3 x 576 ) ]1000000 x 0.06396

    14815

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    0.096 m

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    Nama : ARVINNI : 1410245472

     !an""a# : 30 Mei 2015

    $%n&%#%sa'an

    KONDISI TRANSFER AKIBAT BEBAN MATI

    δ   = - $ x *2 x %24 x + x I

    δ   = -6000 x 576 x 0.2624 x 26 x 1000000 x 0.0064

    δ   = -6000 x 576 x 0.23993600

    δ   = -8985603993600

    δ   = 0!2250   m ↑

    δ   = 5 x 10 x 331776

    384x 26x 1000000x 0.00640

    δ  = 1658880063897600

    δ   = 0!25"#   m ↓

    = 0!034#   m ↑ ˂ span/250 =δst

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    KONDISI SERVICE AKIBAT BEBAN MATI + BEBAN HIDUP

    δ   = - $ x *2 x %24 x + x I

    δ   = -4000 x 576 x 0.2624 x 26 x 1000000 x 0.0064

    δ   = -4000 x 576 x 0.23993600

    δ   = -5990403993600

    δ   = -0.1500 m ↑

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    6

    0.096 m

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    6