Kuat Tekan Yogi.xlsx
This document was uploaded by user and they confirmed that they have the permission to share it. If you are author or own the copyright of this book, please report to us by using this DMCA report form. Report DMCA
Overview
Download & View Kuat Tekan Yogi.xlsx as PDF for free.
More details
- Words: 1,920
- Pages: 24
No Kode Slump 1 2 3 4 5 6 7 8 9 10 11 12
Beban Max
Luas Penampang
KN N (mm2) SF 30 9.3 328.11 328110 17662.5 SF 30 9.3 309.68 309680 17662.5 SF 30 9.3 297.29 297290 17662.5 SF 30 9.3 471.59 471590 17662.5 SF 30 9.3 536.90 536900 17662.5 SF 30 9.3 437.33 437330 17662.5 SF 30 9.3 527.72 527720 17662.5 SF 30 9.3 559.21 559210 17662.5 SF 30 9.3 524.16 524160 17662.5 SF 30 9.3 582.37 582370 17662.5 SF 30 9.3 583.19 583190 17662.5 SF 30 9.3 599.56 599560 17662.5 Jumlah Kuat Tekan Rata-Rata Standar Deviasi Kuat Tekan Karakteristik (fc'kr)
Kuat Tekan Korelasi Angka Umur Beton (Hari) Umur Korelasi 3 7 14 28 28 Hari 18.58 35.067 17.53 33.097 0.530 16.83 31.773 26.70 32.597 30.40 37.111 0.819 24.76 30.229 29.88 32.735 31.66 0.913 34.688 29.68 32.514 32.97 32.972 33.02 1.000 33.019 33.95 33.945 52.94 81.86 91.22 99.94 399.74 17.65 27.29 30.41 33.31 33.31 1.743 30.45
3 5
(fc-fc'r) 1.75 -0.22 -1.54 -0.72 3.80 -3.08 -0.58 1.38 -0.80 -0.34 -0.29 0.63
(fc-fc'r)2 3.08 0.05 2.37 0.51 14.43 9.51 0.33 1.89 0.64 0.12 0.09 0.40 33.41 2.78
No 1 2 3
Kode
Slump
Beban Max
KN N SF 30 9.3 582.37 582370 SF 30 9.3 583.19 583190 SF 30 9.3 599.56 599560 Jumlah Kuat Tekan Rata-Rata Standar Deviasi Kuat Tekan Karakteristik (fc'kr)
Luas Penampang
Kuat Tekan
(mm2) 17662.5 17662.5 17662.5
28 32.97 33.02 33.95 99.94 33.31
(fc-fc'r) (fc-fc'r)2 -0.34 -0.29 0.63
0.549 32.412
0.12 0.09 0.40 0.60 0.20
Sample : Silinder 15x30 cm Mutu
No.
: Fc.25 Mpa
KODE
TANGGAL COR
TANGGAL TEST
UMUR (HARI)
SLUMP
BERAT (Kg)
(cm)
LUAS BIDANG
BEBAN
BEBAN MAKSIMUM
KUAT TEKAN
KUAT TEKAN
TEKAN (mm2)
P (KN)
Load (N)
(N/mm²)
28 HARI (N/mm²)
1
SF 30
03/06/16
06/06/16
3
9.3
13.08
17662.5
328.11
328110
18.58
31.41
2
SF 30
03/06/16
06/06/16
3
9.3
13.27
17662.5
309.68
309680
17.53
29.64
3
SF 30
03/06/16
06/06/16
3
9.3
13.14
17662.5
297.29
297290
16.83
28.46
4
SF 30
03/06/16
10/06/16
7
9.3
13.03
17662.5
471.59
471590
26.70
39.95
5
SF 30
03/06/16
10/06/16
7
9.3
13.02
17662.5
536.90
536900
30.40
45.48
6
SF 30
03/06/16
10/06/16
7
9.3
13.26
17662.5
437.33
437330
24.76
37.04
7
SF 30
03/06/16
17/06/16
14
9.3
13.16
17662.5
527.72
527720
29.88
42.19
8
SF 30
03/06/16
17/06/16
14
9.3
13.21
17662.5
559.21
559210
31.66
44.71
9
SF 30
03/06/16
17/06/16
14
9.3
13.10
17662.5
524.16
524160
29.68
41.90
10
SF 30
03/06/16
01/07/16
28
9.3
13.14
17662.5
582.37
582370
32.97
32.97
11
SF 30
03/06/16
01/07/16
28
9.3
13.22
17662.5
583.19
583190
33.02
33.02
12
SF 30
03/06/16
01/07/16
28
9.3
12.89
17662.5
599.56
599560
33.95
33.95
Σ
440.71
=
36.73 (N/mm²)
=
5.95 (N/mm²)
=
29.82 (N/mm²)
(σb'-σbm') (N/mm²)
(σb'-σbm')² (N/mm²)
-5.32
28.30
-7.08
50.18
-8.27
68.39
3.22
10.37
8.75
76.61
0.32
0.10
5.46
29.84
7.98
63.69
5.18
26.82
-3.75
14.09
-3.71
13.74
-2.78
7.73
Σ
389.86
No Kode Slump 1 2 3 4 5 6 7 8 9 10 11 12
Beban Max
Luas Penampang
KN N (mm2) SF 20 11,5 335.63 335630 17662.5 SF 20 11,5 295.84 295840 17662.5 SF 20 11,5 334.70 334700 17662.5 SF 20 11,5 426.80 426800 17662.5 SF 20 11,5 478.92 478920 17662.5 SF 20 11,5 490.79 490790 17662.5 SF 20 11,5 510.67 510670 17662.5 SF 20 11,5 526.92 526920 17662.5 SF 20 11,5 535.61 535610 17662.5 SF 20 11,5 569.61 569610 17662.5 SF 20 11,5 546.86 546860 17662.5 SF 20 11,5 580.59 580590 17662.5 Jumlah Kuat Tekan Rata-Rata Standar Deviasi Kuat Tekan Karakteristik (fc'kr)
Kuat Tekan Korelasi Angka Umur Beton (Hari) Umur Korelasi 3 7 14 28 28 Hari 19.00 33.377 16.75 29.420 0.569 18.95 33.285 24.16 29.365 27.12 32.951 0.823 27.79 33.767 28.91 31.189 29.83 0.927 32.181 30.32 32.712 32.25 32.250 30.96 1.000 30.962 32.87 32.871 54.70 79.07 89.07 96.08 384.33 18.23 26.36 29.69 32.03 32.03 1.485 29.592
5 92
(fc-fc'r) 1.35 -2.61 1.26 -2.66 0.92 1.74 -0.84 0.15 0.68 0.22 -1.07 0.84
(fc-fc'r)2 1.82 6.80 1.58 7.09 0.85 3.03 0.70 0.02 0.47 0.05 1.14 0.71 24.26 2.02
No 1 2 3
Kode
Slump
Beban Max
KN N SF 20 11,5 569.61 569610 SF 20 11,5 546.86 546860 SF 20 11,5 580.59 580590 Jumlah Kuat Tekan Rata-Rata Standar Deviasi Kuat Tekan Karakteristik (fc'kr)
Luas Penampang
Kuat Tekan
(mm2) 17662.5 17662.5 17662.5
28 32.25 30.96 32.87 96.08 32.03
(fc-fc'r) (fc-fc'r)2 0.22 -1.07 0.84
0.974 30.430
0.05 1.14 0.71 1.90 0.63
Sample : Silinder 15x30 cm Mutu : Fc.25 Mpa
No.
KODE
TANGGAL COR
TANGGAL TEST
UMUR (HARI)
SLUMP
BERAT (Kg)
(cm)
LUAS BIDANG
BEBAN
BEBAN MAKSIMUM KUAT TEKAN
TEKAN
P
Load
(mm2)
(KN)
(N)
(N/mm²)
1
SF 20
03/06/16
06/06/16
3
11.3
13.34
17662.5
335.63
335630.00
19.00
2
SF 20
03/06/16
06/06/16
3
11.3
13.16
17662.5
295.84
295840.00
16.75
3
SF 20
03/06/16
06/06/16
3
11.3
13.16
17662.5
334.7
334700.00
18.95
4
SF 20
03/06/16
10/06/16
7
11.3
12.99
17662.5
426.8
426800.00
24.16
5
SF 20
03/06/16
10/06/16
7
11.3
12.81
17662.5
478.92
478920.00
27.12
6
SF 20
03/06/16
10/06/16
7
11.3
13.18
17662.5
490.79
490790.00
27.79
7
SF 20
03/06/16
17/06/16
14
11.3
12.92
17662.5
510.67
510670.00
28.91
8
SF 20
03/06/16
17/06/16
14
11.3
13.21
17662.5
526.92
526920.00
29.83
9
SF 20
03/06/16
17/06/16
14
11.3
12.99
17662.5
535.61
535610.00
30.32
10
SF 20
03/06/16
01/07/16
28
11.3
13.24
17662.5
569.61
569610.00
32.25
11
SF 20
03/06/16
01/07/16
28
11.3
13.28
17662.5
546.86
546860.00
30.96
12
SF 20
03/06/16
01/07/16
28
11.3
13.28
17662.5
580.59
580590.00
32.87 Σ
=
36.05 (N/mm²)
=
5.21 (N/mm²)
=
30.01 (N/mm²)
KUAT TEKAN (σb'-σbm') (N/mm²)
(σb'-σbm')² (N/mm²)
32.13
-3.93
15.42
28.32
-7.73
59.83
32.04
-4.02
16.12
36.15
0.10
0.01
40.57
4.52
20.39
41.57
5.52
30.48
40.83
4.77
22.79
42.12
6.07
36.88
42.82
6.77
45.80
32.25
-3.80
14.46
30.96
-5.09
25.91
32.87
-3.18
10.12
432.62
Σ
298.19
28 HARI (N/mm²)
No Kode Slump 1 2 3 4 5 6 7 8 9 10 11 12
Beban Max
Luas Penampang
KN N (mm2) SF 10 10.7 270.42 270420 17662.5 SF 10 10.7 320.11 320110 17662.5 SF 10 10.7 254.77 254770 17662.5 SF 10 10.7 428.77 428770 17662.5 SF 10 10.7 431.07 431070 17662.5 SF 10 10.7 436.05 436050 17662.5 SF 10 10.7 493.37 493370 17662.5 SF 10 10.7 492.86 492860 17662.5 SF 10 10.7 500.89 500890 17662.5 SF 10 10.7 538.07 538070 17662.5 SF 10 10.7 587.37 587370 17662.5 SF 10 10.7 536.48 536480 17662.5 Jumlah Kuat Tekan Rata-Rata Standar Deviasi Kuat Tekan Karakteristik (fc'kr)
Kuat Tekan Umur Beton (Hari) 3 7 14 28 15.31 18.12 14.42 24.28 24.41 24.69 27.93 27.90 28.36 30.46 33.26 30.37 47.86 73.37 84.20 94.09 15.95 24.46 28.07 31.36
Korelasi Angka Umur Korelasi 28 Hari 30.101 35.633 0.509 28.359 31.133 31.300 0.780 31.661 31.217 0.895 31.184 31.692 30.464 33.255 1.000 30.374 376.37 31.36 1.771 28.459
9
(fc-fc'r) (fc-fc'r)2 -1.26 4.27 -3.01 -0.23 -0.06 0.30 -0.15 -0.18 0.33 -0.90 1.89 -0.99
1.60 18.22 9.03 0.05 0.00 0.09 0.02 0.03 0.11 0.81 3.58 0.98 34.52 2.88
No 1 2 3
Kode
Slump
Beban Max
KN N SF 10 10.7 538.07 538070 SF 10 10.7 587.37 587370 SF 10 10.7 536.48 536480 Jumlah Kuat Tekan Rata-Rata Standar Deviasi Kuat Tekan Karakteristik (fc'kr)
Luas Penampang
Kuat Tekan
(mm2) 17662.5 17662.5 17662.5
28 30.46 33.26 30.37 94.09 31.36
(fc-fc'r) (fc-fc'r)2 -0.90 1.89 -0.99
1.638 28.678
0.81 3.58 0.98 5.37 1.79
Sample
: Silinder 15x30 cm
Mutu
: Fc.25 Mpa
No.
KODE
TANGGAL COR
TANGGAL TEST
UMUR (HARI)
SLUMP
BERAT (Kg)
(cm)
LUAS BIDANG
BEBAN
BEBAN MAKSIMUM KUAT TEKAN Load
TEKAN
P
(mm2)
(KN)
(N)
(N/mm²)
1
SF 10
03/06/16
06/06/16
3
10.7
12.68
17662.5
270.42
270420.00
15.31
2
SF 10
03/06/16
06/06/16
3
10.7
12.21
17662.5
320.11
320110.00
18.12
3
SF 10
03/06/16
06/06/16
3
10.7
12.64
17662.5
254.77
254770.00
14.42
4
SF 10
03/06/16
10/06/16
7
10.7
12.83
17662.5
428.77
428770.00
24.28
5
SF 10
03/06/16
10/06/16
7
10.7
12.76
17662.5
431.07
431070.00
24.41
6
SF 10
03/06/16
10/06/16
7
10.7
12.87
17662.5
436.05
436050.00
24.69
7
SF 10
03/06/16
17/06/16
14
10.7
12.71
17662.5
493.37
493370.00
27.93
8
SF 10
03/06/16
17/06/16
14
10.7
12.74
17662.5
492.86
492860.00
27.90
9
SF 10
03/06/16
17/06/16
14
10.7
12.63
17662.5
500.89
500890.00
28.36
10
SF 10
03/06/16
01/07/16
28
10.7
12.57
17662.5
538.07
538070.00
30.46
11
SF 10
03/06/16
01/07/16
28
10.7
12.81
17662.5
587.37
587370.00
33.26
12
SF 10
03/06/16
01/07/16
28
10.7
12.74
17662.5
536.48
536480.00
30.37 Σ
=
33.64 (N/mm²)
=
5.31 (N/mm²)
=
27.48 (N/mm²)
KUAT TEKAN (σb'-σbm') (N/mm²)
(σb'-σbm')² (N/mm²)
25.88
-7.75
60.13
30.64
-3.00
8.99
24.39
-9.25
85.61
36.32
2.68
7.19
36.51
2.88
8.27
36.94
3.30
10.87
39.44
5.80
33.69
39.40
5.76
33.22
40.04
6.41
41.03
30.46
-3.17
10.08
33.26
-0.38
0.15
30.37
-3.26
10.66
403.66
Σ
309.87
28 HARI (N/mm²)
No Kode Slump
Beban Max
Luas Penampang
KN N (mm ) N 9.2 378.61 378610 17662.5 N 9.2 365.07 365070 17662.5 N 9.2 441.93 441930 17662.5 N 9.2 436.99 436990 17662.5 N 9.2 422.93 422930 17662.5 N 9.2 441.93 441930 17662.5 N 9.2 491.74 491740 17662.5 N 9.2 477.13 477130 17662.5 N 9.2 493.14 493140 17662.5 N 9.2 535.17 535170 17662.5 N 9.2 536.19 536190 17662.5 N 9.2 518.73 518730 17662.5 Jumlah Kuat Tekan Rata-Rata Standar Deviasi Kuat Tekan Karakteristik (fc'kr) 2
1 2 3 4 5 6 7 8 9 10 11 12
Kuat Tekan Umur Beton (Hari) 5 7 14 28 21.44 20.67 25.02 24.74 23.95 25.02 27.84 27.01 27.92 30.30 30.36 29.37 67.13 73.71 82.77 90.03 22.38 24.57 27.59 30.01
Angka Korelasi
0.746
0.819
0.919
1.000
1.400 27.713
Korelasi Umur 28 Hari 28.749 27.721 33.557 30.219 29.247 30.561 30.280 29.380 30.366 30.300 30.358 29.369 360.11 30.01
(fc-fc'r) -1.26 -2.29 3.55 0.21 -0.76 0.55 0.27 -0.63 0.36 0.29 0.35 -0.64
(fc-fc'r)2 1.59 5.24 12.59 0.04 0.58 0.30 0.07 0.40 0.13 0.08 0.12 0.41 21.55 1.80
No 1 2 3
Kode
Slump
Beban Max
KN N N 9.2 535.17 535170 N 9.2 536.19 536190 N 9.2 518.73 518730 Jumlah Kuat Tekan Rata-Rata Standar Deviasi Kuat Tekan Karakteristik (fc'kr)
Luas Penampang
Kuat Tekan
(mm2) 17662.5 17662.5 17662.5
28 30.30 30.36 29.37 90.03 30.01
(fc-fc'r)
(fc-fc'r)2
0.29 0.35 -0.64
0.085 0.122 0.409 0.616 0.205
0.555 29.099
Sample : Silinder 15x30 cm Mutu : Fc.25 Mpa
No.
KODE
TANGGAL COR
TANGGAL TEST
UMUR (HARI)
SLUMP
BERAT (Kg)
(cm)
LUAS BIDANG
BEBAN
BEBAN MAKSIMUM KUAT TEKAN Load
TEKAN
P
(mm2)
(KN)
(N)
(N/mm²)
1
N
03/06/16
08/06/16
5
9.2
12.91
17662.5
378.61
378610.00
21.44
2
N
03/06/16
08/06/16
5
9.2
12.86
17662.5
365.07
365070.00
20.67
3
N
03/06/16
08/06/16
5
9.2
12.68
17662.5
441.93
441930.00
25.02
4
N
03/06/16
10/06/16
7
9.2
13.03
17662.5
436.99
436990.00
24.74
5
N
03/06/16
17/06/16
7
9.2
12.95
17662.5
422.93
422930.00
23.95
6
N
03/06/16
17/06/16
7
9.2
12.87
17662.5
441.93
441930.00
25.02
7
N
03/06/16
17/06/16
14
9.2
12.99
17662.5
491.74
491740.00
27.84
8
N
03/06/16
17/06/16
14
9.2
12.85
17662.5
477.13
477130.00
27.01
9
N
03/06/16
17/06/16
14
9.2
12.97
17662.5
493.14
493140.00
27.92
10
N
03/06/16
01/07/16
28
9.2
12.75
17662.5
535.17
535170.00
30.30
11
N
03/06/16
01/07/16
28
9.2
12.80
17662.5
536.19
536190.00
30.36
12
N
03/06/16
01/07/16
28
9.2
13.06
17662.5
518.73
518730.00
29.37 Σ
=
35.89 (N/mm²)
=
3.58 (N/mm²)
=
31.74 (N/mm²)
KUAT TEKAN (σb'-σbm') (N/mm²)
(σb'-σbm')² (N/mm²)
36.24
0.35
0.12
34.94
-0.95
0.89
42.30
6.41
41.11
37.02
1.13
1.27
35.82
-0.06
0.00
37.43
1.55
2.39
39.31
3.42
11.72
38.14
2.26
5.09
39.42
3.54
12.50
30.30
-5.59
31.24
30.36
-5.53
30.59
29.37
-6.52
42.51
430.66
Σ
179.43
28 HARI (N/mm²)
Beban Max
Luas Penampang
KN N (mm2) SF 30 9.3 328.11 328110 17662.5 SF 30 9.3 309.68 309680 17662.5 SF 30 9.3 297.29 297290 17662.5 SF 30 9.3 471.59 471590 17662.5 SF 30 9.3 536.90 536900 17662.5 SF 30 9.3 437.33 437330 17662.5 SF 30 9.3 527.72 527720 17662.5 SF 30 9.3 559.21 559210 17662.5 SF 30 9.3 524.16 524160 17662.5 SF 30 9.3 582.37 582370 17662.5 SF 30 9.3 583.19 583190 17662.5 SF 30 9.3 599.56 599560 17662.5 Jumlah Kuat Tekan Rata-Rata Standar Deviasi Kuat Tekan Karakteristik (fc'kr)
Kuat Tekan Korelasi Angka Umur Beton (Hari) Umur Korelasi 3 7 14 28 28 Hari 18.58 35.067 17.53 33.097 0.530 16.83 31.773 26.70 32.597 30.40 37.111 0.819 24.76 30.229 29.88 32.735 31.66 0.913 34.688 29.68 32.514 32.97 32.972 33.02 1.000 33.019 33.95 33.945 52.94 81.86 91.22 99.94 399.74 17.65 27.29 30.41 33.31 33.31 1.743 30.45
3 5
(fc-fc'r) 1.75 -0.22 -1.54 -0.72 3.80 -3.08 -0.58 1.38 -0.80 -0.34 -0.29 0.63
(fc-fc'r)2 3.08 0.05 2.37 0.51 14.43 9.51 0.33 1.89 0.64 0.12 0.09 0.40 33.41 2.78
No 1 2 3
Kode
Slump
Beban Max
KN N SF 30 9.3 582.37 582370 SF 30 9.3 583.19 583190 SF 30 9.3 599.56 599560 Jumlah Kuat Tekan Rata-Rata Standar Deviasi Kuat Tekan Karakteristik (fc'kr)
Luas Penampang
Kuat Tekan
(mm2) 17662.5 17662.5 17662.5
28 32.97 33.02 33.95 99.94 33.31
(fc-fc'r) (fc-fc'r)2 -0.34 -0.29 0.63
0.549 32.412
0.12 0.09 0.40 0.60 0.20
Sample : Silinder 15x30 cm Mutu
No.
: Fc.25 Mpa
KODE
TANGGAL COR
TANGGAL TEST
UMUR (HARI)
SLUMP
BERAT (Kg)
(cm)
LUAS BIDANG
BEBAN
BEBAN MAKSIMUM
KUAT TEKAN
KUAT TEKAN
TEKAN (mm2)
P (KN)
Load (N)
(N/mm²)
28 HARI (N/mm²)
1
SF 30
03/06/16
06/06/16
3
9.3
13.08
17662.5
328.11
328110
18.58
31.41
2
SF 30
03/06/16
06/06/16
3
9.3
13.27
17662.5
309.68
309680
17.53
29.64
3
SF 30
03/06/16
06/06/16
3
9.3
13.14
17662.5
297.29
297290
16.83
28.46
4
SF 30
03/06/16
10/06/16
7
9.3
13.03
17662.5
471.59
471590
26.70
39.95
5
SF 30
03/06/16
10/06/16
7
9.3
13.02
17662.5
536.90
536900
30.40
45.48
6
SF 30
03/06/16
10/06/16
7
9.3
13.26
17662.5
437.33
437330
24.76
37.04
7
SF 30
03/06/16
17/06/16
14
9.3
13.16
17662.5
527.72
527720
29.88
42.19
8
SF 30
03/06/16
17/06/16
14
9.3
13.21
17662.5
559.21
559210
31.66
44.71
9
SF 30
03/06/16
17/06/16
14
9.3
13.10
17662.5
524.16
524160
29.68
41.90
10
SF 30
03/06/16
01/07/16
28
9.3
13.14
17662.5
582.37
582370
32.97
32.97
11
SF 30
03/06/16
01/07/16
28
9.3
13.22
17662.5
583.19
583190
33.02
33.02
12
SF 30
03/06/16
01/07/16
28
9.3
12.89
17662.5
599.56
599560
33.95
33.95
Σ
440.71
=
36.73 (N/mm²)
=
5.95 (N/mm²)
=
29.82 (N/mm²)
(σb'-σbm') (N/mm²)
(σb'-σbm')² (N/mm²)
-5.32
28.30
-7.08
50.18
-8.27
68.39
3.22
10.37
8.75
76.61
0.32
0.10
5.46
29.84
7.98
63.69
5.18
26.82
-3.75
14.09
-3.71
13.74
-2.78
7.73
Σ
389.86
No Kode Slump 1 2 3 4 5 6 7 8 9 10 11 12
Beban Max
Luas Penampang
KN N (mm2) SF 20 11,5 335.63 335630 17662.5 SF 20 11,5 295.84 295840 17662.5 SF 20 11,5 334.70 334700 17662.5 SF 20 11,5 426.80 426800 17662.5 SF 20 11,5 478.92 478920 17662.5 SF 20 11,5 490.79 490790 17662.5 SF 20 11,5 510.67 510670 17662.5 SF 20 11,5 526.92 526920 17662.5 SF 20 11,5 535.61 535610 17662.5 SF 20 11,5 569.61 569610 17662.5 SF 20 11,5 546.86 546860 17662.5 SF 20 11,5 580.59 580590 17662.5 Jumlah Kuat Tekan Rata-Rata Standar Deviasi Kuat Tekan Karakteristik (fc'kr)
Kuat Tekan Korelasi Angka Umur Beton (Hari) Umur Korelasi 3 7 14 28 28 Hari 19.00 33.377 16.75 29.420 0.569 18.95 33.285 24.16 29.365 27.12 32.951 0.823 27.79 33.767 28.91 31.189 29.83 0.927 32.181 30.32 32.712 32.25 32.250 30.96 1.000 30.962 32.87 32.871 54.70 79.07 89.07 96.08 384.33 18.23 26.36 29.69 32.03 32.03 1.485 29.592
5 92
(fc-fc'r) 1.35 -2.61 1.26 -2.66 0.92 1.74 -0.84 0.15 0.68 0.22 -1.07 0.84
(fc-fc'r)2 1.82 6.80 1.58 7.09 0.85 3.03 0.70 0.02 0.47 0.05 1.14 0.71 24.26 2.02
No 1 2 3
Kode
Slump
Beban Max
KN N SF 20 11,5 569.61 569610 SF 20 11,5 546.86 546860 SF 20 11,5 580.59 580590 Jumlah Kuat Tekan Rata-Rata Standar Deviasi Kuat Tekan Karakteristik (fc'kr)
Luas Penampang
Kuat Tekan
(mm2) 17662.5 17662.5 17662.5
28 32.25 30.96 32.87 96.08 32.03
(fc-fc'r) (fc-fc'r)2 0.22 -1.07 0.84
0.974 30.430
0.05 1.14 0.71 1.90 0.63
Sample : Silinder 15x30 cm Mutu : Fc.25 Mpa
No.
KODE
TANGGAL COR
TANGGAL TEST
UMUR (HARI)
SLUMP
BERAT (Kg)
(cm)
LUAS BIDANG
BEBAN
BEBAN MAKSIMUM KUAT TEKAN
TEKAN
P
Load
(mm2)
(KN)
(N)
(N/mm²)
1
SF 20
03/06/16
06/06/16
3
11.3
13.34
17662.5
335.63
335630.00
19.00
2
SF 20
03/06/16
06/06/16
3
11.3
13.16
17662.5
295.84
295840.00
16.75
3
SF 20
03/06/16
06/06/16
3
11.3
13.16
17662.5
334.7
334700.00
18.95
4
SF 20
03/06/16
10/06/16
7
11.3
12.99
17662.5
426.8
426800.00
24.16
5
SF 20
03/06/16
10/06/16
7
11.3
12.81
17662.5
478.92
478920.00
27.12
6
SF 20
03/06/16
10/06/16
7
11.3
13.18
17662.5
490.79
490790.00
27.79
7
SF 20
03/06/16
17/06/16
14
11.3
12.92
17662.5
510.67
510670.00
28.91
8
SF 20
03/06/16
17/06/16
14
11.3
13.21
17662.5
526.92
526920.00
29.83
9
SF 20
03/06/16
17/06/16
14
11.3
12.99
17662.5
535.61
535610.00
30.32
10
SF 20
03/06/16
01/07/16
28
11.3
13.24
17662.5
569.61
569610.00
32.25
11
SF 20
03/06/16
01/07/16
28
11.3
13.28
17662.5
546.86
546860.00
30.96
12
SF 20
03/06/16
01/07/16
28
11.3
13.28
17662.5
580.59
580590.00
32.87 Σ
=
36.05 (N/mm²)
=
5.21 (N/mm²)
=
30.01 (N/mm²)
KUAT TEKAN (σb'-σbm') (N/mm²)
(σb'-σbm')² (N/mm²)
32.13
-3.93
15.42
28.32
-7.73
59.83
32.04
-4.02
16.12
36.15
0.10
0.01
40.57
4.52
20.39
41.57
5.52
30.48
40.83
4.77
22.79
42.12
6.07
36.88
42.82
6.77
45.80
32.25
-3.80
14.46
30.96
-5.09
25.91
32.87
-3.18
10.12
432.62
Σ
298.19
28 HARI (N/mm²)
No Kode Slump 1 2 3 4 5 6 7 8 9 10 11 12
Beban Max
Luas Penampang
KN N (mm2) SF 10 10.7 270.42 270420 17662.5 SF 10 10.7 320.11 320110 17662.5 SF 10 10.7 254.77 254770 17662.5 SF 10 10.7 428.77 428770 17662.5 SF 10 10.7 431.07 431070 17662.5 SF 10 10.7 436.05 436050 17662.5 SF 10 10.7 493.37 493370 17662.5 SF 10 10.7 492.86 492860 17662.5 SF 10 10.7 500.89 500890 17662.5 SF 10 10.7 538.07 538070 17662.5 SF 10 10.7 587.37 587370 17662.5 SF 10 10.7 536.48 536480 17662.5 Jumlah Kuat Tekan Rata-Rata Standar Deviasi Kuat Tekan Karakteristik (fc'kr)
Kuat Tekan Umur Beton (Hari) 3 7 14 28 15.31 18.12 14.42 24.28 24.41 24.69 27.93 27.90 28.36 30.46 33.26 30.37 47.86 73.37 84.20 94.09 15.95 24.46 28.07 31.36
Korelasi Angka Umur Korelasi 28 Hari 30.101 35.633 0.509 28.359 31.133 31.300 0.780 31.661 31.217 0.895 31.184 31.692 30.464 33.255 1.000 30.374 376.37 31.36 1.771 28.459
9
(fc-fc'r) (fc-fc'r)2 -1.26 4.27 -3.01 -0.23 -0.06 0.30 -0.15 -0.18 0.33 -0.90 1.89 -0.99
1.60 18.22 9.03 0.05 0.00 0.09 0.02 0.03 0.11 0.81 3.58 0.98 34.52 2.88
No 1 2 3
Kode
Slump
Beban Max
KN N SF 10 10.7 538.07 538070 SF 10 10.7 587.37 587370 SF 10 10.7 536.48 536480 Jumlah Kuat Tekan Rata-Rata Standar Deviasi Kuat Tekan Karakteristik (fc'kr)
Luas Penampang
Kuat Tekan
(mm2) 17662.5 17662.5 17662.5
28 30.46 33.26 30.37 94.09 31.36
(fc-fc'r) (fc-fc'r)2 -0.90 1.89 -0.99
1.638 28.678
0.81 3.58 0.98 5.37 1.79
Sample
: Silinder 15x30 cm
Mutu
: Fc.25 Mpa
No.
KODE
TANGGAL COR
TANGGAL TEST
UMUR (HARI)
SLUMP
BERAT (Kg)
(cm)
LUAS BIDANG
BEBAN
BEBAN MAKSIMUM KUAT TEKAN Load
TEKAN
P
(mm2)
(KN)
(N)
(N/mm²)
1
SF 10
03/06/16
06/06/16
3
10.7
12.68
17662.5
270.42
270420.00
15.31
2
SF 10
03/06/16
06/06/16
3
10.7
12.21
17662.5
320.11
320110.00
18.12
3
SF 10
03/06/16
06/06/16
3
10.7
12.64
17662.5
254.77
254770.00
14.42
4
SF 10
03/06/16
10/06/16
7
10.7
12.83
17662.5
428.77
428770.00
24.28
5
SF 10
03/06/16
10/06/16
7
10.7
12.76
17662.5
431.07
431070.00
24.41
6
SF 10
03/06/16
10/06/16
7
10.7
12.87
17662.5
436.05
436050.00
24.69
7
SF 10
03/06/16
17/06/16
14
10.7
12.71
17662.5
493.37
493370.00
27.93
8
SF 10
03/06/16
17/06/16
14
10.7
12.74
17662.5
492.86
492860.00
27.90
9
SF 10
03/06/16
17/06/16
14
10.7
12.63
17662.5
500.89
500890.00
28.36
10
SF 10
03/06/16
01/07/16
28
10.7
12.57
17662.5
538.07
538070.00
30.46
11
SF 10
03/06/16
01/07/16
28
10.7
12.81
17662.5
587.37
587370.00
33.26
12
SF 10
03/06/16
01/07/16
28
10.7
12.74
17662.5
536.48
536480.00
30.37 Σ
=
33.64 (N/mm²)
=
5.31 (N/mm²)
=
27.48 (N/mm²)
KUAT TEKAN (σb'-σbm') (N/mm²)
(σb'-σbm')² (N/mm²)
25.88
-7.75
60.13
30.64
-3.00
8.99
24.39
-9.25
85.61
36.32
2.68
7.19
36.51
2.88
8.27
36.94
3.30
10.87
39.44
5.80
33.69
39.40
5.76
33.22
40.04
6.41
41.03
30.46
-3.17
10.08
33.26
-0.38
0.15
30.37
-3.26
10.66
403.66
Σ
309.87
28 HARI (N/mm²)
No Kode Slump
Beban Max
Luas Penampang
KN N (mm ) N 9.2 378.61 378610 17662.5 N 9.2 365.07 365070 17662.5 N 9.2 441.93 441930 17662.5 N 9.2 436.99 436990 17662.5 N 9.2 422.93 422930 17662.5 N 9.2 441.93 441930 17662.5 N 9.2 491.74 491740 17662.5 N 9.2 477.13 477130 17662.5 N 9.2 493.14 493140 17662.5 N 9.2 535.17 535170 17662.5 N 9.2 536.19 536190 17662.5 N 9.2 518.73 518730 17662.5 Jumlah Kuat Tekan Rata-Rata Standar Deviasi Kuat Tekan Karakteristik (fc'kr) 2
1 2 3 4 5 6 7 8 9 10 11 12
Kuat Tekan Umur Beton (Hari) 5 7 14 28 21.44 20.67 25.02 24.74 23.95 25.02 27.84 27.01 27.92 30.30 30.36 29.37 67.13 73.71 82.77 90.03 22.38 24.57 27.59 30.01
Angka Korelasi
0.746
0.819
0.919
1.000
1.400 27.713
Korelasi Umur 28 Hari 28.749 27.721 33.557 30.219 29.247 30.561 30.280 29.380 30.366 30.300 30.358 29.369 360.11 30.01
(fc-fc'r) -1.26 -2.29 3.55 0.21 -0.76 0.55 0.27 -0.63 0.36 0.29 0.35 -0.64
(fc-fc'r)2 1.59 5.24 12.59 0.04 0.58 0.30 0.07 0.40 0.13 0.08 0.12 0.41 21.55 1.80
No 1 2 3
Kode
Slump
Beban Max
KN N N 9.2 535.17 535170 N 9.2 536.19 536190 N 9.2 518.73 518730 Jumlah Kuat Tekan Rata-Rata Standar Deviasi Kuat Tekan Karakteristik (fc'kr)
Luas Penampang
Kuat Tekan
(mm2) 17662.5 17662.5 17662.5
28 30.30 30.36 29.37 90.03 30.01
(fc-fc'r)
(fc-fc'r)2
0.29 0.35 -0.64
0.085 0.122 0.409 0.616 0.205
0.555 29.099
Sample : Silinder 15x30 cm Mutu : Fc.25 Mpa
No.
KODE
TANGGAL COR
TANGGAL TEST
UMUR (HARI)
SLUMP
BERAT (Kg)
(cm)
LUAS BIDANG
BEBAN
BEBAN MAKSIMUM KUAT TEKAN Load
TEKAN
P
(mm2)
(KN)
(N)
(N/mm²)
1
N
03/06/16
08/06/16
5
9.2
12.91
17662.5
378.61
378610.00
21.44
2
N
03/06/16
08/06/16
5
9.2
12.86
17662.5
365.07
365070.00
20.67
3
N
03/06/16
08/06/16
5
9.2
12.68
17662.5
441.93
441930.00
25.02
4
N
03/06/16
10/06/16
7
9.2
13.03
17662.5
436.99
436990.00
24.74
5
N
03/06/16
17/06/16
7
9.2
12.95
17662.5
422.93
422930.00
23.95
6
N
03/06/16
17/06/16
7
9.2
12.87
17662.5
441.93
441930.00
25.02
7
N
03/06/16
17/06/16
14
9.2
12.99
17662.5
491.74
491740.00
27.84
8
N
03/06/16
17/06/16
14
9.2
12.85
17662.5
477.13
477130.00
27.01
9
N
03/06/16
17/06/16
14
9.2
12.97
17662.5
493.14
493140.00
27.92
10
N
03/06/16
01/07/16
28
9.2
12.75
17662.5
535.17
535170.00
30.30
11
N
03/06/16
01/07/16
28
9.2
12.80
17662.5
536.19
536190.00
30.36
12
N
03/06/16
01/07/16
28
9.2
13.06
17662.5
518.73
518730.00
29.37 Σ
=
35.89 (N/mm²)
=
3.58 (N/mm²)
=
31.74 (N/mm²)
KUAT TEKAN (σb'-σbm') (N/mm²)
(σb'-σbm')² (N/mm²)
36.24
0.35
0.12
34.94
-0.95
0.89
42.30
6.41
41.11
37.02
1.13
1.27
35.82
-0.06
0.00
37.43
1.55
2.39
39.31
3.42
11.72
38.14
2.26
5.09
39.42
3.54
12.50
30.30
-5.59
31.24
30.36
-5.53
30.59
29.37
-6.52
42.51
430.66
Σ
179.43
28 HARI (N/mm²)
Related Documents
Kuat Tekan Yogi.xlsx
December 2019 62
Kuat Tekan Dan Tarik Kayu.docx
November 2019 37
190524-id-studi-eksperimen-kuat-tekan-dan-kuat-tar.pdf
December 2019 35
Budaya Kuat
June 2020 15
Perhitungan Kuat Lentur Beton Dari Kuat Tekan.pdf
April 2020 17
Kayu Uji Tekan
June 2020 25More Documents from "Abu Abdul Fattah"
Directory.xlsx
November 2019 64
Kuat Tekan Yogi.xlsx
December 2019 62
Sk Kosong.doc
June 2020 37
Spo - Komunikasi Efektif 2 (dari Skp).doc
December 2019 50
