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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
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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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0.096 m
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