appendix lapiran skripsi

LAMPIRAN

Universitas Sumatera Utara

No Nama

Sampel TGL COR

Berat (kg)

Luas (mm2)

Beban Tekan (KN)

Tegangan (Mpa)

Estimasi 28 hari (Mpa)

1 SAMPEL I 04-Jun-11 13 17662,5 370 20,948 32,228 2 SAMPEL II 04-Jun-11 13 17662,5 300 16,985 26,131 3 SAMPEL III 04-Jun-11 13 17662,5 335 18,967 29,180 4 SAMPEL IV 04-Jun-11 13 17662,5 275 15,570 23,953 5 SAMPEL V 04-Jun-11 13 17662,5 320 18,117 27,873

rata-rata 18,117 27,873

No Nama

Sampel TGL COR

Berat (kg)

Luas (mm2)

Beban Tekan (KN)

Tegangan (Mpa)


1 SAMPEL I 04-Jun-11 12,6 17662,5 365 20,665 23,483 2 SAMPEL II 04-Jun-11 12,8 17662,5 380 21,515 24,448 3 SAMPEL III 04-Jun-11 12,5 17662,5 428 24,232 27,537 4 SAMPEL IV 04-Jun-11 13 17662,5 400 22,647 25,735 5 SAMPEL V 04-Jun-11 12,8 17662,5 375 21,231 24,127

rata-rata 22,058 25,066

No Nama

Sampel TGL COR

Berat (kg)

Luas (mm2)

Beban Tekan (KN)

Tegangan (Mpa)


1 SAMPEL I 04-Jun-11 13 17662,5 460 26,044 26,307 2 SAMPEL II 04-Jun-11 13,4 17662,5 430 24,345 24,591 3 SAMPEL III 04-Jun-11 12,8 17662,5 490 27,742 28,023 4 SAMPEL IV 04-Jun-11 13,6 17662,5 430 24,345 24,591 5 SAMPEL V 04-Jun-11 13,2 17662,5 450 25,478 25,735

rata-rata 25,591 25,849

BETON NORMAL UMUR 7 HARI

HASIL PENGUJIAN KUAT TEKAN

BETON NORMAL Fc 25 MPa




No Nama

Sampel TGL COR

Berat (kg)

Luas (mm2)

Beban Tekan (KN)

Tegangan (Mpa)


1 SAMPEL I 18-Okt-11 12,5 17662,5 350 19,816 30,486 2 SAMPEL II 18-Okt-11 12,4 17662,5 340 19,250 29,615 3 SAMPEL III 18-Okt-11 12,6 17662,5 324 18,344 28,221 4 SAMPEL IV 18-Okt-11 12,6 17662,5 330 18,684 28,744 5 SAMPEL V 18-Okt-11 12,6 17662,5 350 19,816 30,486

rata-rata 19,182 29,511

No Nama

Sampel TGL COR

Berat (kg)

Luas (mm2)

Beban Tekan (KN)

Tegangan (Mpa)



rata-rata 23,304 26,481

No Nama

Sampel TGL COR

Berat (kg)

Luas (mm2)

Beban Tekan (KN)

Tegangan (Mpa)



rata-rata 26,565 26,833

BETON UMUR 7 HARI

BETON UMUR 28 HARI

BETON UMUR 14 HARI


BETON ABU BOILER 10% Fc 25 MPa


No Nama

Sampel TGL COR

Berat (kg)

Luas (mm2)

Beban Tekan (KN)

Tegangan (Mpa)


1 SAMPEL I 31-Okt-11 12 17662,5 278 15,740 24,215 2 SAMPEL II 31-Okt-11 12,4 17662,5 288 16,306 25,086 3 SAMPEL III 31-Okt-11 12 17662,5 270 15,287 23,518 4 SAMPEL IV 31-Okt-11 12,4 17662,5 350 19,816 30,486 5 SAMPEL V 31-Okt-11 12,2 17662,5 350 19,816 30,486

rata-rata 17,393 26,758

No Nama

Sampel TGL COR

Berat (kg)

Luas (mm2)

Beban Tekan (KN)

Tegangan (Mpa)



rata-rata 19,386 22,029

No Nama

Sampel TGL COR

Berat (kg)

Luas (mm2)

Beban Tekan (KN)

Tegangan (Mpa)



rata-rata 24,368 24,614

BETON UMUR 7 HARI

BETON UMUR 28 HARI

BETON UMUR 14 HARI




No Nama

Sampel TGL COR

Berat (kg)

Luas (mm2)

Beban Tekan (KN)

Tegangan (Mpa)


1 SAMPEL I 07-Nop-11 12,4 17662,5 264 14,947 22,995 2 SAMPEL II 07-Nop-11 12,2 17662,5 254 14,381 22,124 3 SAMPEL III 07-Nop-11 12,4 17662,5 248 14,041 21,602 4 SAMPEL IV 07-Nop-11 12,3 17662,5 308 17,438 26,828 5 SAMPEL V 07-Nop-11 12,2 17662,5 306 17,325 26,654

rata-rata 15,626 24,041

No Nama

Sampel TGL COR

Berat (kg)

Luas (mm2)

Beban Tekan (KN)

Tegangan (Mpa)


1 SAMPEL I 07-Nop-11 12,2 17662,5 282 15,966 18,143 2 SAMPEL II 07-Nop-11 12 17662,5 284 16,079 18,272 3 SAMPEL III 07-Nop-11 12,2 17662,5 282 15,966 18,143 4 SAMPEL IV 07-Nop-11 12,3 17662,5 280 15,853 18,015 5 SAMPEL V 07-Nop-11 12,4 17662,5 310 17,551 19,945

rata-rata 16,283 18,504

No Nama

Sampel TGL COR

Berat (kg)

Luas (mm2)

Beban Tekan (KN)

Tegangan (Mpa)


1 SAMPEL I 07-Nop-11 12,4 17662,5 355 20,099 20,302 2 SAMPEL II 07-Nop-11 12,2 17662,5 352 19,929 20,131 3 SAMPEL III 07-Nop-11 12,1 17662,5 432 24,459 24,706 4 SAMPEL IV 07-Nop-11 12 17662,5 370 20,948 21,160 5 SAMPEL V 07-Nop-11 12,2 17662,5 350 19,816 20,016

rata-rata 21,050 21,263

BETON UMUR 7 HARI

BETON UMUR 28 HARI

BETON UMUR 14 HARI




No Nama

Sampel TGL COR

Berat (kg)

Luas (mm2)

Beban Tekan (KN)

Tegangan (Mpa)


1 SAMPEL I 08-Nop-11 12 17662,5 214 12,116 18,640 2 SAMPEL II 08-Nop-11 12,1 17662,5 204 11,550 17,769 3 SAMPEL III 08-Nop-11 12 17662,5 186 10,531 16,201 4 SAMPEL IV 08-Nop-11 12 17662,5 208 11,776 18,117 5 SAMPEL V 08-Nop-11 12,2 17662,5 170 9,625 14,808

rata-rata 11,120 17,107

No Nama

Sampel TGL COR

Berat (kg)

Luas (mm2)

Beban Tekan (KN)

Tegangan (Mpa)


1 SAMPEL I 08-Nop-11 12 17662,5 222 12,569 14,283 2 SAMPEL II 08-Nop-11 12 17662,5 234 13,248 15,055 3 SAMPEL III 08-Nop-11 12 17662,5 224 12,682 14,412 4 SAMPEL IV 08-Nop-11 12 17662,5 244 13,815 15,698 5 SAMPEL V 08-Nop-11 12 17662,5 224 12,682 14,412

rata-rata 12,999 14,772

No Nama

Sampel TGL COR

Berat (kg)

Luas (mm2)

Beban Tekan (KN)

Tegangan (Mpa)


1 SAMPEL I 08-Nop-11 12 17662,5 310 17,551 17,729 2 SAMPEL II 08-Nop-11 12,3 17662,5 336 19,023 19,216 3 SAMPEL III 08-Nop-11 12,2 17662,5 315 17,834 18,015 4 SAMPEL IV 08-Nop-11 12 17662,5 344 19,476 19,673 5 SAMPEL V 08-Nop-11 12 17662,5 318 18,004 18,186

rata-rata 18,378 18,564

BETON UMUR 7 HARI

BETON UMUR 28 HARI

BETON UMUR 14 HARI




No Nama

Sampel TGL COR

Berat (kg)

Luas (mm2)

Beban Tekan (KN)

Tegangan (Mpa)


1 SAMPEL I 23-Nop-11 12,5 17662,5 185 10,474 16,114 2 SAMPEL II 23-Nop-11 12 17662,5 178 10,078 15,504 3 SAMPEL III 23-Nop-11 12,3 17662,5 183 10,361 15,940 4 SAMPEL IV 23-Nop-11 11,7 17662,5 178 10,078 15,504 5 SAMPEL V 23-Nop-11 11,6 17662,5 206 11,663 17,943

rata-rata 10,531 16,201

No Nama

Sampel TGL COR

Berat (kg)

Luas (mm2)

Beban Tekan (KN)

Tegangan (Mpa)


1 SAMPEL I 23-Nop-11 12 17662,5 212 12,003 13,640 2 SAMPEL II 23-Nop-11 11,9 17662,5 222 12,569 14,283 3 SAMPEL III 23-Nop-11 12 17662,5 212 12,003 13,640 4 SAMPEL IV 23-Nop-11 12 17662,5 248 14,041 15,956 5 SAMPEL V 23-Nop-11 12,5 17662,5 205 11,607 13,189

rata-rata 12,444 14,141

No Nama

Sampel TGL COR

Berat (kg)

Luas (mm2)

Beban Tekan (KN)

Tegangan (Mpa)


1 SAMPEL I 23-Nop-11 12 17662,5 246 13,928 14,068 2 SAMPEL II 23-Nop-11 12 17662,5 264 14,947 15,098 3 SAMPEL III 23-Nop-11 12 17662,5 278 15,740 15,899 4 SAMPEL IV 23-Nop-11 12,3 17662,5 245 13,871 14,011 5 SAMPEL V 23-Nop-11 12,2 17662,5 254 14,381 14,526

rata-rata 14,573 14,720

BETON UMUR 7 HARI

BETON UMUR 28 HARI

BETON UMUR 14 HARI




NO E

SAMPEL 1 84502,024 2,485 0,00014 18,117

SAMPEL 2 86895,192 2,417 0,00012 16,872

SAMPEL 3 75156,872 2,794 0,00016 18,684

SAMPEL 4 78530,052 2,674 0,00013 15,570

SAMPEL 5 89643,784 2,343 0,00011 16,985

rata-rata 82945,585 2,543 0,00013 17,246

NO E

SAMPEL 1 100026,722 2,099 0,00019 24,798

SAMPEL 2 60302,906 3,482 0,00025 19,816

SAMPEL 3 67431,502 3,114 0,00021 22,873

SAMPEL 4 81680,335 2,571 0,00018 22,873

SAMPEL 5 59178,297 3,549 0,00024 23,326

rata-rata 73723,952 2,963 0,00021 22,737

NO E

SAMPEL 1 66552,670 3,155 0,00024 28,309

SAMPEL 2 60135,035 3,492 0,00023 23,213

SAMPEL 3 62070,312 3,383 0,00027 26,384

SAMPEL 4 133895,311 1,568 0,00013 25,025

SAMPEL 5 56818,196 3,696 0,00026 25,591

rata-rata 75894,305 3,059 0,00022 25,704

BETON UMUR 7 HARI

BETON UMUR 14 HARI

BETON UMUR 28 HARI

HASIL PENGUJIAN ELASTIS BETON

ABU BOILER 10% Fc 25 MPa


NO E

SAMPEL 1 68907,474 3,048 0,00015 15,173

SAMPEL 2 72969,038 2,878 0,00015 16,306

SAMPEL 3 61549,388 3,412 0,00016 15,287

SAMPEL 4 66378,530 3,164 0,00018 19,816

SAMPEL 5 72158,099 2,910 0,00017 19,816

rata-rata 68392,506 3,082 0,00016 17,280

NO E

SAMPEL 1 62530,063 3,358 0,00020 18,117

SAMPEL 2 74257,546 2,828 0,00016 18,231

SAMPEL 3 101291,042 2,073 0,00013 20,156

SAMPEL 4 60421,537 3,476 0,00023 20,156

SAMPEL 5 44541,870 4,715 0,00031 20,269

rata-rata 68608,412 3,290 0,00021 19,386

NO E

SAMPEL 1 50953,791 4,121 0,00027 23,043

SAMPEL 2 54889,110 3,826 0,00026 24,176

SAMPEL 3 54237,079 3,872 0,00027 25,251

SAMPEL 4 67869,501 3,094 0,00021 22,420

SAMPEL 5 114275,926 1,838 0,00014 21,684

rata-rata 68445,081 3,350 0,00023 23,315

BETON UMUR 7 HARI

BETON UMUR 14 HARI

BETON UMUR 28 HARI

HASIL PENGUJIAN ELASTISITAS BETON



NO E

SAMPEL 1 54542,751 3,850 0,00022 14,947

SAMPEL 2 33559,507 6,258 0,00029 14,381

SAMPEL 3 91040,340 2,307 0,00010 14,041

SAMPEL 4 51126,867 4,107 0,00022 17,438

SAMPEL 5 44416,258 4,728 0,00025 17,325

rata-rata 54937,145 4,250 0,00022 15,626

NO E

SAMPEL 1 58695,162 3,578 0,00018 14,154

SAMPEL 2 61235,782 3,429 0,00019 16,306

SAMPEL 3 88602,473 2,370 0,00015 14,834

SAMPEL 4 61584,433 3,410 0,00019 14,607

SAMPEL 5 69837,900 3,007 0,00024 17,551

rata-rata 67991,150 3,159 0,00019 15,490

NO E

SAMPEL 1 51158,465 4,105 0,00024 18,797

SAMPEL 2 57615,990 3,645 0,00024 24,459

SAMPEL 3 70769,862 2,967 0,00029 19,816

SAMPEL 4 52447,060 4,004 0,00023 19,816

SAMPEL 5 51735,777 4,059 0,00024 20,948

rata-rata 56745,431 3,756 0,00025 20,767

BETON UMUR 7 HARI

BETON UMUR 14 HARI

BETON UMUR 28 HARI




NO E

SAMPEL 1 57930,644 3,625 0,00017 12,569

SAMPEL 2 57037,711 3,682 0,00017 13,248

SAMPEL 3 79150,743 2,653 0,00009 10,304

SAMPEL 4 34286,817 6,125 0,00025 12,909

SAMPEL 5 41532,992 5,056 0,00021 11,550

rata-rata 53987,781 4,228 0,00018 12,116

NO E

SAMPEL 1 48027,176 4,373 0,00021 12,116

SAMPEL 2 45717,604 4,593 0,00021 11,550

SAMPEL 3 61662,712 3,406 0,00014 10,531

SAMPEL 4 43807,182 4,794 0,00022 11,776

SAMPEL 5 68818,975 3,051 0,00017 12,682

rata-rata 53606,730 4,043 0,00019 11,731

NO E

SAMPEL 1 52483,786 4,001 0,00021 13,588

SAMPEL 2 46495,982 4,517 0,00023 16,985

SAMPEL 3 51952,954 4,042 0,00013 11,097

SAMPEL 4 45461,269 4,619 0,00019 14,154

SAMPEL 5 44418,398 4,728 0,00026 16,079

rata-rata 48162,478 4,381 0,00020 14,381

BETON UMUR 7 HARI

BETON UMUR 14 HARI

BETON UMUR 28 HARI




NO E

SAMPEL 1 50601,557 4,150 0,00015 10,191

SAMPEL 2 43423,892 4,836 0,00017 10,304

SAMPEL 3 40149,942 5,230 0,00019 10,644

SAMPEL 4 32853,833 6,392 0,00017 7,926

SAMPEL 5 28379,678 7,400 0,00025 10,757

rata-rata 39081,780 5,602 0,00018 9,965

NO E

SAMPEL 1 31390,831 6,690 0,00022 10,418

SAMPEL 2 34203,477 6,140 0,00029 15,400

SAMPEL 3 42657,929 4,923 0,00023 14,041

SAMPEL 4 50316,465 4,174 0,00026 17,665

SAMPEL 5 36396,831 5,770 0,00024 14,154

rata-rata 38993,107 5,539 0,00025 14,335

NO E

SAMPEL 1 43554,466 4,822 0,00021 13,928

SAMPEL 2 32985,568 6,366 0,00031 14,947

SAMPEL 3 41834,204 5,020 0,00026 15,740

SAMPEL 4 46549,233 4,511 0,00024 13,871

SAMPEL 5 51911,110 4,045 0,00027 14,381

rata-rata 43366,916 4,953 0,00026 14,573

BETON UMUR 7 HARI

BETON UMUR 14 HARI

BETON UMUR 28 HARI




NO E

SAMPEL 1 54210,387 4,409480678 0,00016 18,684

SAMPEL 2 52825,983 7,610479201 0,00018 16,985

SAMPEL 3 57121,557 8,882473153 0,00015 15,853

SAMPEL 4 54074,327 8,018048513 0,00019 16,985

SAMPEL 5 53266,788 7,855652614 0,00018 14,720

rata-rata 54299,808 7,355226832 0,00017 16,645

NO E

SAMPEL 1 56660,081 3,029982 0,00022 22,647

SAMPEL 2 56490,281 5,738863 0,00024 22,647

SAMPEL 3 55253,811 3,135474 0,00022 21,231

SAMPEL 4 58351,729 3,725966 0,00024 24,345

SAMPEL 5 58039,544 4,578033 0,00019 21,515

rata-rata 56959,08900 4,041664 0,00022 22,477

NO E

SAMPEL 1 63037,503 6,235651241 0,00024 26,327

SAMPEL 2 62909,189 8,556317329 0,00021 25,478

SAMPEL 3 63479,277 6,591824434 0,00024 27,176

SAMPEL 4 65232,446 7,039210505 0,00022 24,345

SAMPEL 5 62231,973 6,673971036 0,00023 25,487

rata-rata 63378,07700 7,019394909 0,00023 25,761

BETON UMUR 7 HARI

BETON UMUR 14 HARI

BETON UMUR 28 HARI


NORMAL Fc 25 MPa


Hasil Pengujian Modulus Patahan Beton Umur 7 Hari

N

o

Variasi

Silinde

r

Berat Panjang Modulus Berat

persatuan Beba

n

(Kg)

Jarak patahan Momen Kuat

Sampe

l

Benda

Uji

Penampang

(Z) Panjang (qbs) X1 X2 X3 M Lentur

(Kg) (cm) cm (Kg/cm) (cm

)

(cm

)

(cm

) (Kg cm)

b (Kg/cm)

1

0%

39,0 75

562.5

0.52 1460 42 39 41,5 14819.3

7 25.960

2 39,0 75 0.52 1380 46 42 44 14019.3

7 24.530

3 39,3 75 0.52 1390 48 43 44 14121.0

6 24.710

4 39,0 75 0.52 1150 50 44 46,5 11719.3

7 20.440

5 39,2 75 0.52 950 45,5 42 43,5 9720.50 16.890

6

10%

39,0 75

562.5

0,52 1260 30,5 33 36 12819.3

7 22.400

7 39,0 75 0,52 1240 31,5 33 37 12619.3

7 22.040

8 39,0 75 0,52 1220 28,5 30 32,5 12419.3

7 21.690

9 39,0 75 0,52 1340 47 48 49,5 13619.3

7 23.820

10 39,0 75 0,52 1180 32,5 33,5 35 12019.3

7 20.980

11

15%

39,0 75

562.5

0,52 1180 45 46 47 12019.3

7 20.980

12 39,2 75 0,52 1280 34 34 36,5 13020.5

0 22.760

13 38,9 75 0,52 1120 29,5 30,5 32 11418.8

1 19.910

14 39,0 75 0,52 1240 42 44 46,5 12619.3

7 22.040

15 38,5 75 0,51 1220 29 30,5 31,5 12416.5

6 21.690

16

20%

38,7 75

562.5

0,52 1180 33,5 34 35 12017.6

8 20.980

17 38,8 75 0,52 1150 33 36,5 38,5 11718.2

5 20.440

18 39,0 75 0,52 1120 37 38,5 40 11419.3

7 19.910

19 38,5 75 0,51 1160 29 30,5 31,5 11816.5

6 20.620

20 39,2 75 0,52 1160 44 46 47,5 11820.5

0 20.620

21

25%

39,0 75

562.5

0,52 1100 41 44 47 11219.3

7 19.560

22 39,2 75 0,52 1140 33 34,5 35,5 11620.5

0 20.270

23 38,9 75 0,52 1090 33,5 34 39 11118.8

1 19.380

24 39,0 75 0,52 1160 33 34,5 35 11819.3

7 20.620

25 38,5 75 0,51 1120 29,5 30,5 32 11416.5

6 19.910

26

30%

39,2 75

562.5

0,52 1120 41 43 47 11420.5

0 19.910

27 39,2 75 0,52 1100 41 42 43,5 11220.5

0 19.560

28 39,0 75 0,52 1050 41,5 42 43,5 10719.3

7 18.670

29 39,0 75 0,52 1040 33,5 34,5 36 10619.3

7 18.490

30 38,7 75 0,52 1060 38,5 40 41 10817.6

8 18.840



N

o

Variasi

Silinde

r


persatuan Beba

n

(Kg)


Sampe

l

Benda

Uji

Penampang



)

(cm

)

(cm

) (Kg cm)

b (Kg/cm)

1

0%

39,2 75

562.5

0,52 1260 46,5 45 44,3 12820.5

0 22.400

2 39 75 0,52 1280 43,5 39,8 38,7 13019.3

7 22.760

3 39,2 75 0,52 1340 47 46 41,5 13620.5

0 23.820

4 39 75 0,52 1820 43,5 42 40,7 18419.3

7 32.360

5 39 75 0,52 1400 41 39,5 39 14219.3

7 24.890

6

10%

39 75

562.5

0,52 1380 30,5 33 36 14019.3

7 24.530

7 39,2 75 0,52 1340 31,5 33 37 13620.5

0 23.820

8 38,9 75 0,52 1380 28,5 30 32,5 14018.8

1 24.530

9 39 75 0,52 1420 47 48 49,5 14419.3

7 25.240

10 38,5 75 0,51 1360 32,5 33,5 35 13816.5

6 24.180

11

15%

39 75

562.5

0,52 1240 33,5 34,5 35 12619.3

7 22.040

12 39,2 75 0,52 1280 42 44 46,5 13020.5

0 22.760

13 39 75 0,52 1260 33 34 36,5 12819.3

7 22.400

14 39 75 0,52 1340 43 45 46,5 13619.3

7 23.820

15 39 75 0,52 1260 29,5 30,5 32 12819.3

7 22.400

16

20%

38,9 75

562.5

0,52 1240 37 38,5 40 126185

5 22.040

17 39 75 0,52 1180 33 35 37,5 12017.9

5 20.980

18 39,1 75 0,52 1200 35 36,5 38,5 12219.7

5 21.330

19 38,8 75 0,52 1190 37 39 40,5 12117.7

9 21.160

20 39 75 0,52 1220 41 44 47 12408.3

9 21.690

21

25%

39 75

562.5

0,52 1190 39 40,5 42 12119.3

7 21.160

22 39 75 0,52 1140 32 35 37,5 11619.3

7 20.270

23 39 75 0,52 1160 36,5 38,5 39 11819.3

7 20.620

24 39 75 0,52 1180 33,5 35 36 12019.3

7 20.980

25 38,5 75 0,51 1200 35 38 40,5 12216.5

6 21.330

26

30%

39,2 75

562.5

0,52 1120 38,5 40 41 11420.5

0 19.910

27 39 75 0,52 1100 37,5 39 40,5 11219.3

7 19.560

28 39,2 75 0,52 1130 43 45 47 11520.5

0 20.090

29 39 75 0,52 1090 35,5 38 40 11119.3

7 19.380

30 39 75 0,52 1100 36,5 38,5 40 11219.3

7 19.560



N

o

Variasi

Silinde

r


persatuan Beba

n

(Kg)


Sampe

l

Benda

Uji

Penampang



)

(cm

)

(cm

) (Kg cm)

b (Kg/cm)

1

0%

39 75

562.5

0,52 1350 47,5 45,5 44 13719.3

7 24.000

2 39 75 0,52 1400 44 40 39,5 14219.3

7 24.890

3 39,2 75 0,52 1480 48,5 46,3 42 15020.5

0 26.310

4 39,2 75 0,52 1800 42 41 40,5 18220.5

0 32.000

5 39 75 0,52 1430 42,5 40,3 39,2 14519.3

7 25.420

6

10%

39 75

562.5

0,52 1520 28,5 30 32,5 15419.3

7 27.020

7 39 75 0,52 1480 36 38 42 15019.3

7 26.310

8 39 75 0,52 1460 35 39 41 14819.3

7 25.960

9 39 75 0,52 1420 47 48 49,5 14419.3

7 25.240

10 38,5 75 0,51 1480 32,5 33,5 35 15016.5

6 26.310

11

15%

39 75

562.5

0,52 1380 28 29,5 33 14019.3

7 24.530

12 39,2 75 0,52 1340 29,5 30,5 32 13620.5

0 23.820

13 38,9 75 0,52 1360 30 33 35 13818.8

1 24.180

14 38,7 75 0,52 1340 47 48 55,5 13617.6

8 23.820

15 39 75 0,52 1280 42 44 46,5 13019.3

7 22.760

16

20%

39 75

562.5

0,52 1340 31,5 33 37 13619.3

7 23.820

17 38,9 75 0,52 1280 29,5 32 33,5 13018.8

1 22.760

18 38,7 75 0,52 1260 33,5 34,5 35 12817.6

8 22.400

19 39 75 0,52 1300 30 33 35 13219.3

7 23.110

20 39 75 0,52 1280 37 38,5 40 13019.3

7 22.760

21

25%

39 75

562.5

0,52 1220 47 48 50,5 12419.3

7 21.690

22 39 75 0,52 1200 33,5 34 39 12219.3

7 21.330

23 39 75 0,52 1210 41 44 47 12319.3

7 21.510

24 39 75 0,52 1180 33,5 34,5 36 12019.3

7 20.980

25 39 75 0,52 1260 31,5 33 37 12819.3

7 22.400

26

30%

39 75

562.5

0,52 1180 33,5 34,5 36 12019.3

7 20.980

27 39 75 0,52 1120 38,5 40 41 11419.3

7 19.910

28 38,9 75 0,52 1160 37 38,5 40 11818.8

1 20.620

29 38,7 75 0,52 1140 41,5 42 44 11617.6

8 20.270

30 39 75 0,52 1120 29 30,5 31,5 11419.3

7 19.910


appendix lapiran skripsi

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