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 - 115
y = -0.0013x
2
+ 0.2991x + 0.0939 R² = 0.9993
-2.00 0.00
2.00 4.00
6.00 8.00
10.00 12.00
-5.00 0.00
5.00 10.00
15.00 20.00
25.00 30.00
35.00 40.00
45.00
Modulus Beton 0 SP-4
Modulus 0SP Poly. Modulus
0SP
εx 10
-5
MPa
f M
P a
y = -0.0013x
2
+ 0.3027x - 0.3372 R² = 0.9993
-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 50.00
Modulus Koreksi Beton 0 SP-4
Modulus Koreksi Poly. Modulus Koreksi
εx 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 - 116
Kode Beton = 0 SP-5
A = 17946.2304 mm
2
P = 202.1 mm
Beban Max =17500 kgf D
= 151.2 mm E = 24891.5945 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 -0.58
0.00 500
4905 4
2 0.27
0.99 1.57
1000 9810
8 4
0.55 1.98
2.56 1500
14715 12
6 0.82
2.97 3.55
2000 19620
17 8.5
1.09 4.21
4.78 2500
24525 21
10.5 1.37
5.20 5.77
3000 29430
25 12.5
1.64 6.19
6.76 3500
34335 29
14.5 1.91
7.17 7.75
4000 39240
34 17
2.19 8.41
8.99 4500
44145 37
18.5 2.46
9.15 9.73
5000 49050
42 21
2.73 10.39
10.97 5500
53955 46
23 3.01
11.38 11.96
6000 58860
50 25
3.28 12.37
12.95 6500
63765 54
27 3.55
13.36 13.94
7000 68670
58 29
3.83 14.35
14.93 7500
73575 62
31 4.10
15.34 15.92
8000 78480
64 32
4.37 15.83
16.41 8500
83385 71
35.5 4.65
17.57 18.14
9000 88290
75 37.5
4.92 18.56
19.13 9500
93195 80
40 5.19
19.79 20.37
10000 98100
84 42
5.47 20.78
21.36 10500
103005 88
44 5.74
21.77 22.35
11000 107910
94 47
6.01 23.26
23.83 11500
112815 98
49 6.29
24.25 24.82
12000 117720
102 51
6.56 25.24
25.81 12500
122625 107
53.5 6.83
26.47 27.05
13000 127530
112 56
7.11 27.71
28.29 13500
132435 116
58 7.38
28.70 29.28
14000 137340
121 60.5
7.65 29.94
30.51 14500
142245 126
63 7.93
31.17 31.75
15000 147150
130 65
8.20 32.16
32.74 15500
152055 135
67.5 8.47
33.40 33.98
16000 156960
140 70
8.75 34.64
35.21 16500
161865 145
72.5 9.02
35.87 36.45
17000 166770
149 74.5
9.29 36.86
37.44 17500
171675 153
76.5 9.57
37.85 38.43
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 - 117
