Tabel Pemb Beben Lendutan 1a
12
Tanggal : 27-Jan-04 Benda Uji : 720 - 1.A NO BEBAN DIAL GAUGE (mm) KETERANGAN kg N KIRI TENGAH KANAN 1 0 0 0.00 0.00 0.00 2 100 1000 0.88 1.05 0.90 3 200 2000 1.85 2.15 1.92 4 300 3000 2.76 3.22 2.88 5 400 4000 3.80 4.41 3.94 6 500 5000 4.82 5.58 4.98 7 600 6000 5.93 6.86 5.91 8 700 7000 6.77 7.80 6.95 9 800 8000 7.77 8.70 8.01 10 900 9000 8.74 9.50 8.98 11 1000 10000 9.70 10.40 9.98 12 1100 11000 10.83 11.55 10.15 13 1200 12000 11.78 12.56 11.16 14 1300 13000 12.58 13.61 12.35 15 1400 14000 13.70 14.88 13.15 16 1500 15000 15.68 16.03 15.17 17 1600 16000 16.83 17.35 16.36 18 1700 17000 17.94 18.54 17.50 19 1800 18000 18.07 19.95 18.70 20 1900 19000 19.10 20.15 19.76 21 2000 20000 20.32 21.60 20.25 22 2100 21000 21.56 22.98 21.33 23 2200 22000 23.99 24.62 23.75 24 2300 23000 24.18 25.99 24.99 25 2400 24000 25.53 26.60 25.40 26 2500 25000 27.10 28.48 27.08 Rusak Lentur
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Transcript of Tabel Pemb Beben Lendutan 1a
Tanggal : 27-Jan-04Benda Uji : 720 - 1.A
NOBEBAN DIAL GAUGE (mm)
KETERANGANkg N KIRI TENGAH KANAN
1 0 0 0.00 0.00 0.002 100 1000 0.88 1.05 0.903 200 2000 1.85 2.15 1.924 300 3000 2.76 3.22 2.885 400 4000 3.80 4.41 3.946 500 5000 4.82 5.58 4.987 600 6000 5.93 6.86 5.918 700 7000 6.77 7.80 6.959 800 8000 7.77 8.70 8.01
10 900 9000 8.74 9.50 8.9811 1000 10000 9.70 10.40 9.9812 1100 11000 10.83 11.55 10.1513 1200 12000 11.78 12.56 11.1614 1300 13000 12.58 13.61 12.3515 1400 14000 13.70 14.88 13.1516 1500 15000 15.68 16.03 15.1717 1600 16000 16.83 17.35 16.3618 1700 17000 17.94 18.54 17.5019 1800 18000 18.07 19.95 18.7020 1900 19000 19.10 20.15 19.7621 2000 20000 20.32 21.60 20.2522 2100 21000 21.56 22.98 21.3323 2200 22000 23.99 24.62 23.7524 2300 23000 24.18 25.99 24.9925 2400 24000 25.53 26.60 25.4026 2500 25000 27.10 28.48 27.08 Rusak Lentur
Tanggal : 27-Jan-04Benda Uji : 720 - 1.A
NOBEBAN DIAL GAUGE (mm)
KETERANGANkg N KIRI TENGAH KANAN
0.00 5.00 10.00 15.00 20.00 25.00 30.000
5000
10000
15000
20000
25000
30000
HUBUNGAN BEBAN-LENDUTAN BALOK 720-1.A
720-1.A kiri720-1.A tengah
Lendutan (mm)
Be
ba
n (
N)
0.00 5.00 10.00 15.00 20.00 25.00 30.000
5000
10000
15000
20000
25000
30000
HUBUNGAN BEBAN-LENDUTAN BALOK 720-1.A
720-1.A kiri720-1.A tengah
Lendutan (mm)
Be
ba
n (
N)
0 10 20 30 40 50 600
5000
10000
15000
20000
25000
30000
35000
40000
HUBUNGAN BEBAN-LENDUTAN BALOK 720-1
720-1.A 720-1.B720-1.C
Lendutan (mm)
Be
ban
(N
)
0 10 20 30 40 50 600
5000
10000
15000
20000
25000
30000
35000
40000
HUBUNGAN BEBAN-LENDUTAN BALOK 720-1
720-1.A 720-1.B720-1.C
Lendutan (mm)
Be
ban
(N
)
Benda Uji :720 - 1.A
LendutanΔx Kelengkungan Momen EI
mm mm mm mm [1/mm] KNmm0.88 1.05 0.90 300 0.0000035556 3.5556 300 84.381.85 2.15 1.92 300 0.0000058889 5.8889 600 101.892.76 3.22 2.88 300 0.0000088889 8.8889 900 101.253.80 4.41 3.94 300 0.0000120000 12.0000 1200 100.004.82 5.58 4.98 300 0.0000151111 15.1111 1500 99.265.93 6.86 5.91 300 0.0000208889 20.8889 1800 86.176.77 7.80 6.95 300 0.0000208889 20.8889 2100 100.537.77 8.70 8.01 300 0.0000180000 18.0000 2400 133.338.74 9.50 8.98 300 0.0000142222 14.2222 2700 189.849.70 10.40 9.98 300 0.0000124444 12.4444 3000 241.0710.83 11.55 10.15 300 0.0000235556 23.5556 3300 140.0911.78 12.56 11.16 300 0.0000242222 24.2222 3600 148.6212.58 13.61 12.35 300 0.0000254444 25.4444 3900 153.2813.70 14.88 13.15 300 0.0000323333 32.3333 4200 129.9015.68 16.03 15.17 300 0.0000134444 13.4444 4500 334.7116.83 17.35 16.36 300 0.0000167778 16.7778 4800 286.0917.94 18.54 17.50 300 0.0000182222 18.2222 5100 279.8818.07 19.95 18.70 300 0.0000347778 34.7778 5400 155.2719.10 20.15 19.76 300 0.0000160000 16.0000 5700 356.2520.32 21.60 20.25 300 0.0000292222 29.2222 6000 205.3221.56 22.98 21.33 300 0.0000341111 34.1111 6300 184.6923.99 24.62 23.75 300 0.0000166667 16.6667 6600 396.0024.18 25.99 24.99 300 0.0000312222 31.2222 6900 221.0025.53 26.60 25.40 300 0.0000252222 25.2222 7200 285.4627.10 28.48 27.08 300 0.0000308889 30.8889 7500 242.81
y i-1
y i
y i+1
[1/mm] x 106 KNm2
benda uji : 720.-1.A
Lendutan Δx Kelengkungan Momen EI
mm mm [1/mm] KNmm0 900 0.000 0.000 0 0
1.05 900 0.000002593 2.593 300 115.712.15 900 0.000005309 5.309 600 113.023.22 900 0.000007951 7.951 900 113.204.41 900 0.000010889 10.889 1200 110.205.58 900 0.000013778 13.778 1500 108.876.86 900 0.000016938 16.938 1800 106.277.80 900 0.000019259 19.259 2100 109.048.70 900 0.000021481 21.481 2400 111.729.50 900 0.000023457 23.457 2700 115.11
10.40 900 0.000025679 25.679 3000 116.8311.55 900 0.000028519 28.519 3300 115.7112.56 900 0.000031012 31.012 3600 116.0813.61 900 0.000033605 33.605 3900 116.0514.88 900 0.000036741 36.741 4200 114.3116.03 900 0.000039580 39.580 4500 113.6917.35 900 0.000042840 42.840 4800 112.0518.54 900 0.000045778 45.778 5100 111.4119.95 900 0.000049259 49.259 5400 109.6220.15 900 0.000049753 49.753 5700 114.5721.60 900 0.000053333 53.333 6000 112.5022.98 900 0.000056741 56.741 6300 111.0324.62 900 0.000060790 60.790 6600 108.5725.99 900 0.000064173 64.173 6900 107.5226.60 900 0.000065679 65.679 7200 109.6228.48 900 0.000070321 70.321 7500 106.65
[1/mm] x 106 KNm2
0.105 90 0.000025925925930.215 90 0.000053086419750.322 90 0.000079506172840.441 90 0.000108888888890.558 90 0.000137777777780.686 90 0.00016938271605
0.78 90 0.000192592592590.87 90 0.000214814814810.95 90 0.000234567901231.04 90 0.00025679012346
1.155 90 0.000285185185191.256 90 0.000310123456791.361 90 0.000336049382721.488 90 0.000367407407411.603 90 0.000395802469141.735 90 0.000428395061731.854 90 0.000457777777781.995 90 0.000492592592592.015 90 0.00049753086420
2.16 90 0.000533333333332.298 90 0.000567407407412.462 90 0.000607901234572.599 90 0.00064172839506
2.66 90 0.000656790123462.848 90 0.00070320987654
0 20 40 60 80 100 120 140 1600
100020003000400050006000700080009000
10000
HUBUNGAN MOMEN-KELENGKUNGAN BALOK 720-1
720-1.A
720-1.B
720-1.C
Kelengkungan ( 1/mm x 106)
Mo
me
n (
KN
mm
)
0 20 40 60 80 100 120 140 1600
100020003000400050006000700080009000
10000
HUBUNGAN MOMEN-KELENGKUNGAN BALOK 720-1
720-1.A
720-1.B
720-1.C
Kelengkungan ( 1/mm x 106)
Mo
me
n (
KN
mm
)
0 10 20 30 40 50 60 70 80 90 100 110 120 130
0
2000
4000
6000
8000
10000
12000
HUBUNGAN MOMEN-KELENGKUNGAN BALOK 720-1
720-1.A
720-1.B
720-1.C
Kelengkungan ( 1/mm x 106)
Mo
me
n (
KN
mm
)
