Fakultas Teknik Program Studi Teknik Sipil Laboratorium Struktur dan Bahan Bangunan
Jl. Babarsari No.44 Yogyakarta 55281 Indonesia KotakPos 1086 Telp.+62-274-487711 hunting Fax. +62-274-487748
C. Hasil Pengujian Benda Uji - 123
y = -0.0025x
2
+ 0.3835x + 0.0266 R² = 0.9998
0.00 2.00
4.00 6.00
8.00 10.00
12.00
0.00 10.00
20.00 30.00
40.00
Modulus Beton 0.4 SP-4
Modulus Beton 0.4 SP-4
ε x 10
-5
MPa f
M P
a
y = -0.0021x
2
+ 0.3749x - 0.4871 R² = 0.9989
-2.00 0.00
2.00 4.00
6.00 8.00
10.00 12.00
0.00 10.00
20.00 30.00
40.00
Modulus Koreksi Beton 0.4 SP-4
Modulus Koreksi Beton 0.4 SP-4
ε x 10
-5
MPa
f M
P a
Fakultas Teknik Program Studi Teknik Sipil Laboratorium Struktur dan Bahan Bangunan
Jl. Babarsari No.44 Yogyakarta 55281 Indonesia KotakPos 1086 Telp.+62-274-487711 hunting Fax. +62-274-487748
C. Hasil Pengujian Benda Uji - 124
Kode Beton = 0.4 SP-5
A = 18088.9434 mm
2
P = 201.7 mm
Beban Max =19000 kgf D
= 151.8 mm E = 26819.95105 MPa
Beban Δp 10
-3
0,5 x Δp 10
-3
f ε x 10
5
ε koreksi x 10
5
Kgf N
mm mm
MPa
0.00 -1.48
0.00 500
4905 2
1 0.27
0.50 1.98
1000 9810
4 2
0.54 0.99
2.48 1500
14715 8
4 0.81
1.98 3.47
2000 19620
12 6
1.08 2.97
4.46 2500
24525 15
7.5 1.36
3.72 5.20
3000 29430
19 9.5
1.63 4.71
6.19 3500
34335 23
11.5 1.90
5.70 7.18
4000 39240
26 13
2.17 6.45
7.93 4500
44145 30
15 2.44
7.44 8.92
5000 49050
34 17
2.71 8.43
9.91 5500
53955 38
19 2.98
9.42 10.90
6000 58860
42 21
3.25 10.41
11.89 6500
63765 46
23 3.53
11.40 12.89
7000 68670
50 25
3.80 12.39
13.88 7500
73575 53
26.5 4.07
13.14 14.62
8000 78480
57 28.5
4.34 14.13
15.61 8500
83385 60
30 4.61
14.87 16.36
9000 88290
64 32
4.88 15.87
17.35 9500
93195 69
34.5 5.15
17.10 18.59
10000 98100
73 36.5
5.42 18.10
19.58 10500
103005 77
38.5 5.69
19.09 20.57
11000 107910
81 40.5
5.97 20.08
21.56 11500
112815 85
42.5 6.24
21.07 22.55
12000 117720
89 44.5
6.51 22.06
23.55 12500
122625 94
47 6.78
23.30 24.79
13000 127530
97 48.5
7.05 24.05
25.53 13500
132435 102
51 7.32
25.29 26.77
14000 137340
106 53
7.59 26.28
27.76 14500
142245 110
55 7.86
27.27 28.75
15000 147150
115 57.5
8.13 28.51
29.99 15500
152055 120
60 8.41
29.75 31.23
16000 156960
124 62
8.68 30.74
32.22 16500
161865 128
64 8.95
31.73 33.21
17000 166770
132 66
9.22 32.72
34.21 17500
171675 136
68 9.49
33.71 35.20
18000 176580
142 71
9.76 35.20
36.68 18500
181485 145
72.5 10.03
35.94 37.43
19000 186390
149 74.5
10.30 36.94
38.42
Fakultas Teknik Program Studi Teknik Sipil Laboratorium Struktur dan Bahan Bangunan
Jl. Babarsari No.44 Yogyakarta 55281 Indonesia KotakPos 1086 Telp.+62-274-487711 hunting Fax. +62-274-487748
C. Hasil Pengujian Benda Uji - 125
