Ujian Beton Prategang

8/16/2019 Ujian Beton Prategang

1/12

NAMA : HASBIALLAHNIM : 1410245353UTS : BETON PRA TEGANG

KONDISI TRANSFER AKIBAT BEBAN MATI

δ = -6000 x 576 [ 0.26 + 5 x x 26 x

δ = -6000 x 576 x 0.476661331200

δ = -1647360

1331200

δ = -1.2375 ! "

δ = 5 x 10 x 33177634 x 2 x 1000000 x 0.063#6

δ = 16500676#7#20

δ = 0.0241 ! $

= -1.2134 ! " % &'()*250 =

KONDISI SERVICE AKIBAT BEBAN MATI + BEBAN HIDUP

δ = -6000 x 576 [ 0.26 + 5 x x 26 x

δ = -6000 x 576 x 0.476661331200

δ = -16473601331200

δ = -1.2375 ! "

δ&


2/12

δ = 5 x 30 x 33177634 x 2 x 1000000 x 0.063#6

δ = 4#766400676#7#20

δ = 0.0724 ! $

= -1.1651 ! " % &'()*250 =δ&


3/12

0.26 * 6 ,1000000 x 0.0064

66667

0.0#6 !

0.26 * 6 ,1000000 x 0.0064

66667


4/12

0.0#6 !


5/12


6/12

δ = -0.0356 ! "

δ = 5 x 41.26 x 33177634 x 2 x 1000000 x 0.063#6

δ = 64453.676#7#20

δ = 0.0##5 ! $

= 0.063# ! $ % &'()*250 =δ&


7/12

0.26 x 12 * 3 x 576 ,1000000 x 0.0064

7777

0.0#6 !

0.26 x 64 * 3 x 576 ,1000000 x 0.063#6

1415


8/12

0.0#6 !


9/12

KONDISI TRANSFER AKIBAT BEBAN MATI

δ = -600 x 576 [ 0.26 - 4 x x 2 x

δ = -600 x 576 x 0.221414327040

δ = -674#.667

14327040

δ = -0.0605 ! "

δ = 5 x 11.26 x 33177634 x 2 x 1000000 x 0.063#6

δ = 167#.676#7#20

δ = 0.0272 ! $

= -0.0334 ! " % &'()*250 =

KONDISI SERVICE AKIBAT BEBAN MATI + BEBAN HIDUP

δ = -4500 x 576 [ 0.26 - 4 x x 2 x

δ = -4500 x 576 x 0.221414327040

δ = -57400

14327040

δ&


10/12

δ = -0.0401 ! "

δ = 5 x 41.26 x 33177634 x 2 x 1000000 x 0.063#6

δ = 64453.676#7#20

δ = 0.0##5 ! $

= 0.05#5 ! $ % &'()*250 =δ&


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12/12

0.0#6 !

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Ujian Beton Prategang