Grafik Kuat Lentur Angga

8/18/2019 Grafik Kuat Lentur Angga

1/84

BENDA UJI

28 Hari

Normal

6.416

6.5196.365

RATA-RATA 6.433

6.131

6.269

6.263

RATA-RATA 6.221

6.105

6.160

6.151

RATA-RATA 6.139

l

Modulus of u!"ur# $N%mm2&

r#'dam a'()a" air"a*ar

r#'dam a'()a" airlau"


2/84

Benda Uji

Beton Normal (NC)

Beton Crumb Rubber 10%

(NCR-10)


(NCR-20)


(NCR-30)


3/84


4/84

Benda Uji

Umur (Hari)20MPa Normal 20MPa 2.% 20MPa % 20MPa !.%

2"

#.20 !.$0 #.20 $.#0

#."0 !.00 !.00 #.20!.$0 !.00 #."0 ."0

Rata-rata #."0 !.13 #.#! .3

400

100

100 &re&at 'aar

ta Baa*

Modulu o+

ariai BendaUji

/umla*(utir)


5/84

Normal 13 11 2

Halu 10% 1! 1# 32

Halu 20% 1! 1" 3

Halu 30% 1$ 1 2"

'aar 10% 22 2$ $#'aar 20% 1$ 1 2

'aar 30% 1$ 1 2"

Berat Tin&&i Tin&&i

*

(*ari) (mm) (mm) (mm) (&r) (N) (M,a)

2"

$00 100 100 .#$0 1.00 #.20

$00 100 100 .!1 1!.000 #."0

$00 100 100 .#2 1".00 !.$0

2"

$00 100 100 .120 13$00 !.$0

$00 100 100 .1!0 13000 !.00

$00 100 100 .0" 13000 !.00

Rata-rata !.13

2"

$00 100 100 ". 10"00 #.20

$00 100 100 .010 11"00 !.00

$00 100 100 .0 10000 #."0

Rata-rata #.#!

2"

$00 100 100 ".$"0 11#00 $.#0

$00 100 100 ".#1 10#00 #.20

$00 100 100 ".20 11$00 ."0

Rata-rata .3

Berat Tin&&i Tin&&i

Umur BendaUji

Berat BedaUji

Beanentur P

o u us o

R 4 (P.)(*2)

U B d B t B d B Modulus of


6/84

*

(*ari) (mm) (mm) (mm) (&r) (N) (M,a)

2"

$00 100 100 .200 13200 ".00

$00 100 100 .00 13200 !.2

$00 100 100 .1$0 13#00 ".2$

Rata-rata !.2

2"

$00 100 100 ".## !$00 !.$$

$00 100 100 ".!1 $00 !.20

$00 100 100 ".#0 10200 !.#"

Rata-rata !.$$

2"

$00 100 100 ".3# #"00 ".0"

$00 100 100 ".30 ##00 !.2

$00 100 100 ".$0 !#00 !.12

Rata-rata !.!1

R 4 (P.)(*2)


7/84


8/84

1- 18

16 1-

1- 15

15 14

23 2618 15

13 12


9/84


10/84

N

40M/a 5

15.500 18.500 15.500 11.500 20.000 18.600 20.200

1-.000 1-.500 1-.500 15.500 18.800 18.000 19.80018.500 1-.500 1-.000 14.500 20.600 19.200 1-.800

1-.000 1-.833 16.66- 13.833 19.800 18.600 19.26-

Beton Normal

(NC) (NCR-10) (NCR-20) (NCR-30) (NTC-10) (NTC-20) (NTC-30)

230."2 230."2 230."2 230."2 230."2 230."2 230."2

$0 $0 $0 $0 $0 $0 $0

$!.3# $2.#2 $3!."" 3"3.1 $!3# $!3# $!3#

31." 31." 31." 31." "3"$2 !$2# #210

- 20.!2 $1.$ #2.1! - - -

- - - - $2! "1$ 12!!1

5am,el 1 5am,el 2

Bean (N) endutan (mm Bean (N) endutan (m

Normal 0 0.0000 0 0.0000

Halu 10% 0 0.0000 0 0.0000

Halu 20% 20 0.0##0 ,130 0.0660

Halu 30% 2"0 0.$030 1940 0.2950

'aar 10% 120 0.10 4520 0.1210

'aar 20% 7R89: 7R89: E E

'aar 30%

A"as

20M/aNormal

20M/a2.5

20M/a5

20M/a-.5

40M/aNormal

40M/a2.5

BetonCrumb

Rubber 10%

BetonCrumb

Rubber 20%


Beton TireChips 10%

Beton TireChips 20%

Beton TireChips 30%

ariaiBenda Uji

2350


11/84

10 12 10 13 12 12 10

15 14 19 18 15 16 15

18 18 15 18 16 18 22

12 11 16 15 12 16 13

19 21 21 24 28 20 2615 13 12 13 14 18 18

14 12 15 16 12 15 15

No. Redu6i (%) Redu6i (%)

1 0 231".33 0 231".33 0

2 10 22"1.2 1.# 22"2. 1.

3 20 22$." 2.! 21 .32

$ 30 213$." !.3 210$." .22

olume&re&at (%)

CrumRuer

e on rumRuer

0 5 10 15 20

1950

2000

2050

2100

2150

2200

2250

2300

Volume Pengganti Agr

Berat (Kg/m3)


12/84


13/84

No.

1 0

19.000 2 10

22.200 3 2024.600 $ 30

21.933

0

10

30

0

5am,el 3

Bean (N) endutan (mm)

0 0.0000

0 0.0000

100 0.1010

0 0.0000

Err509 Err509

E E

a*a

olume Crumb Rubber (%)

40M/a-.5

olume Crumb

Rubber (%)


14/84

10 12 12

15 1- 1-

1- 1- 20

14 18 14

1- 23 2-12 12 15

16 15 15

25 30 35

rum u#r

7ir# i!s

egat (%)


15/84


16/84

No.

10 1 0 10

10 2 10 10

10 3 20 " $ 30 "

Redu6i Redu6i

('&m3) (%) ('&m3) (%)

231"33 0 0 231"33 0

22"12 1#0 10 22"2 1

22$" 2! 20 2100 32

213$" !3 30 210$" 22

No. Benda Uji

Berat Panjan&

(6&) (mm)

1 Beton Normal (NC)

3#20 200

3#10 200

3#3 200

2

320 200

3$0 200

3$ 200

3

3$! 200

30 200

Nilai Slump (;m)olume Tire Chips

(%) Nilai Slump (;m)

Berat 5atuanBeton Rata-rata olume Tire Chips

(%)

Berat 5atuanBeton Rata-rata

Beton Crumb Rubber10% (NCR-10)



17/84

3$0 200

$

332 200

333 200

3300 200



18/84


19/84

No.

1 0 10 10

2 10% 10 10

3 20% 10 $ 30% " "

No. Redu6i (%)

1 0 231".33 0 231".33

2 10 22"1.2 1#0 22"2.0

3 20 22$." 2! 21.00

$ 30 213$." !3 210$."

ear P ma6 'uat te6an 'uat te6an rata-rata

(6N) (M,a) (M,a)

230.!3 1$. 103

13#22.3# 12.0 133

231.2 1.0 1!

22$2.0$ 1$0.0 1!"2

1!31#22$.!" 133.0 1#3$

22!.# 13.0 1!1"

2213.3" 10".0 13!1

1$"22232.$" 11"." 112#

olume&re&at %

Nilai Slump Crumb Rubber (;m)

Nilai Slump TireChips (;m)

olume &re&at(%)

Beton Crum Ruer('&m3)

Beton Crum Ruer('&m3)

(6&m3)


20/84

2222.3 12#.2 1#0#"

211!."3 ".0 11332

1101$212$.20 ".0 10"23

2101.1 ". 10""#


21/84


22/84

0

1 5am,el 1

32 Bean (N) endutan (m

22 Normal 10#$0 0."20

Halu 10% 12$0 10!20

Halu 20% 10!0 0.#300

Halu 30% 1000 0.##0

'aar 10% 1020 0.$0

'aar 20% #30 0.#2"0

'aar 30% ##00 0.##0

Redu6i(%)

ariaiBenda Uji


23/84


24/84


25/84

5am,el 2 5am,el 3 Rata-rata

Bean (N) endutan (m Bean (N) endutan (m Bean (N) endutan (mm)

123!" 0."2$0 10!0$ 0.#1"0 112$1 0.!!"0

102$0 0."#20 12300 11020 11##3 10120

12130 0.#300 """0 0.00 10#00 0.#1#!

00 0.#$0 10030 0.#$0 1000! 0.#3"0

12$"0 0.20 20 0."#"0 10"! 0.3"0

320 0.!$20 0$0 0.##20 "20 0.#!!3

"$0 0.#120 !1$0 0.#"0 #2! 0.#23


26/84


27/84


28/84

oad :D7,:1 :D7,:2 oad #'du"a' #'du"a' a"a,ra"a

0.03 0.064 ,0.002 30 0.064 0.002 0.033

,0.33 0.06 ,0.004 ,330 0.06 0.004 0.032

0.19 0.064 ,0.004 190 0.064 0.004 0.034

0.2 0.002 ,0.002 200 0.002 0.002 0.002

0.01 0.002 ,0.004 10 0.002 0.004 0.003

0.02 0 ,0.004 20 0 0.004 0.0020.0- 0.002 ,0.002 -0 0.002 0.002 0.002

,0.11 ,0.002 ,0.006 ,110 0.002 0.006 0.004

,0.08 0 ,0.002 ,80 0 0.002 0.001

0.02 0 ,0.002 20 0 0.002 0.001

0.42 0 ,0.002 420 0 0.002 0.001

0.11 ,0.012 ,0.004 110 0.012 0.004 0.008

0.16 0 ,0.002 160 0 0.002 0.001

0.08 0.002 ,0.002 80 0.002 0.002 0.002

0.08 0 ,0.002 80 0 0.002 0.001

0.23 0.002 0 230 0.002 0 0.0010.26 0.002 ,0.002 260 0.002 0.002 0.002

0.34 ,0.008 ,0.004 340 0.008 0.004 0.006

,0.19 0 ,0.004 ,190 0 0.004 0.002

0 0.004 0.004 0 0.004 0.004 0.004

,0.02 0 ,0.004 ,20 0 0.004 0.002

0.16 0.01 0.002 160 0.01 0.002 0.006

0.14 0.002 ,0.004 140 0.002 0.004 0.003

1.22 ,0.046 ,0.058 1220 0.046 0.058 0.052

1.- ,0.104 ,0.098 1-00 0.104 0.098 0.101

2.86 ,0.136 ,0.138 2860 0.136 0.138 0.13-

4.91 ,0.232 ,0.2 4910 0.232 0.2 0.216

8.04 ,0.35 ,0.242 8040 0.35 0.242 0.296

12.2- ,0.42 ,0.334 122-0 0.42 0.334 0.3--

16.22 ,0.49 ,0.414 16220 0.49 0.414 0.452


29/84


0.16 0.064 ,0.004 160 0.064 0.004 0.034

,0.05 0.02 0.004 ,50 0.02 0.004 0.012

0.08 0.006 0 80 0.006 0 0.003

0.2- 0.002 ,0.002 2-0 0.002 0.002 0.002

,0.11 0 ,0.004 ,110 0 0.004 0.002

,0.0- 0 ,0.004 ,-0 0 0.004 0.002,0.04 ,0.018 0.03 ,40 0.018 0.03 0.024

0.9- ,0.052 ,0.008 9-0 0.052 0.008 0.03

1.92 ,0.11 ,0.062 1920 0.11 0.062 0.086

2.-- ,0.144 ,0.1 2--0 0.144 0.1 0.122

4.8 ,0.184 ,0.154 4800 0.184 0.154 0.169

8.25 ,0.25 ,0.264 8250 0.25 0.264 0.25-

12.23 ,0.316 ,0.36 12230 0.316 0.36 0.338

16.6 ,0.3-8 ,0.438 16600 0.3-8 0.438 0.408


30/84


,0.18 0.056 ,0.002 ,180 0.056 0.002 0.029

,0.54 0 0 ,540 0 0 0

,0.02 ,0.006 ,0.004 ,20 0.006 0.004 0.005

0.44 ,0.002 ,0.03 440 0.002 0.03 0.016

1.26 0 ,0.138 1260 0 0.138 0.069

1.92 0 ,0.182 1920 0 0.182 0.0912.3- 0.004 ,0.218 23-0 0.004 0.218 0.111

4.3 0 ,0.312 4300 0 0.312 0.156

-.85 0 ,0.448 -850 0 0.448 0.224

12.34 0 ,0.528 12340 0 0.528 0.264

16.83 ,0.014 ,0.626 16830 0.014 0.626 0.32


31/84

Normal 1

Normal 1 Normal 2 Normal 3 a"a

oad #'du"a' oad #'du"a' oad #'du"a' oad

30 0.033 160 0.034 ,180 0.029

,330 0.032 ,50 0.012 ,540 0

190 0.034 80 0.003 ,20 0.005

200 0.002 2-0 0.002 440 0.01610 0.003 ,110 0.002 1260 0.069

20 0.002 ,-0 0.002 1920 0.091

-0 0.002 ,40 0.024 23-0 0.111

,110 0.004 9-0 0.03 4300 0.156

,80 0.001 1920 0.086 -850 0.224

20 0.001 2--0 0.122 12340 0.264

420 0.001 4800 0.169 16830 0.32

110 0.008 8250 0.25-

160 0.001 12230 0.338

80 0.002 16600 0.40880 0.001

230 0.001

260 0.002

340 0.006

,190 0.002

,20 0.002

160 0.006

140 0.003

1220 0.052

1-00 0.101

2860 0.13-

4910 0.216

8040 0.296

122-0 0.3--

16220 0.452


32/84

,ra"a

#'du"a'

0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 0.4 0.45 0.5,2000

0

2000

4000

6000

8000

10000

12000

14000

16000

18000

ra!" #u$ungan Be$an an &enutan

olum' Aolum'

olum' E


33/84

eton 'ormal


34/84


0.49 0.0-4 ,0.004 490 0.0-4 0.004 0.039

0.21 0 0.018 210 0 0.018 0.009

3.68 ,0.044 ,0.01 3680 0.044 0.01 0.02-

5.8- ,0.088 ,0.04 58-0 0.088 0.04 0.064

9.19 ,0.14 ,0.322 9190 0.14 0.322 0.231

12.63 ,0.192 ,0.322 12630 0.192 0.322 0.25-16.38 ,0.264 ,0.3-4 16380 0.264 0.3-4 0.319


35/84


,0.02 0.0-2 0 ,20 0 0 0

,0.01 0.024 ,0.222 ,10 0.146 0.112 0.129

,0.06 0.02 ,0.294 ,60 0.02 0.294 0.15-

0.04 0.016 ,0.296 40 0.016 0.296 0.156

0.15 0.012 ,0.3 150 0.012 0.3 0.156

1.13 ,0.032 ,0.336 1130 0.032 0.336 0.1841.63 ,0.062 ,0.366 1630 0.062 0.366 0.214

1.9 ,0.068 ,0.386 1900 0.068 0.386 0.22-

2.-- ,0.09 ,0.412 2--0 0.09 0.412 0.251

4.65 ,0.124 ,0.462 4650 0.124 0.462 0.293

-.63 ,0.168 ,0.568 -630 0.168 0.568 0.368

11.-1 ,0.228 ,0.6-2 11-10 0.228 0.6-2 0.45

15.-6 ,0.3 ,0.-66 15-60 0.3 0.-66 0.533


36/84


,0.1 ,0.49 ,0.006 ,100 0 0 0

0.12 ,0.522 ,0.008 120 0.146 0.112 0.129

,0.16 ,0.522 ,0.006 ,160 0.522 0.006 0.264

,0.23 ,0.53 ,0.008 ,230 0.53 0.008 0.269

1.61 ,0.608 ,0.01 1610 0.608 0.01 0.309

2.3 ,0.62 ,0.004 2300 0.62 0.004 0.3123.28 ,0.656 ,0.006 3280 0.656 0.006 0.331

5.33 ,0.-2 ,0.006 5330 0.-2 0.006 0.363

9.18 ,0.-92 ,0.002 9180 0.-92 0.002 0.39-

13.03 ,0.884 ,0.006 13030 0.884 0.006 0.445


37/84

Normal 1



490 0.039 ,20 0 ,100 0

210 0.009 ,10 0.129 120 0.129

3680 0.02- ,60 0.15- ,160 0.264

58-0 0.064 40 0.156 ,230 0.2699190 0.231 150 0.156 1610 0.309

12630 0.25- 1130 0.184 2300 0.312

16380 0.319 1630 0.214 3280 0.331

1900 0.22- 5330 0.363

2--0 0.251 9180 0.39-

4650 0.293 13030 0.445

-630 0.368

11-10 0.45

15-60 0.533


38/84

,ra"a

#'du"a'

0 0.1 0.2 0.3 0.4 0.5 0.6,2000

0

2000

4000

6000

8000

10000

12000

14000

16000

18000

ra!" #u$ungan Be$an an &enutan

olum' Aolum'

olum' E


39/84

eton 'ormal


40/84


0 0 0 0 0 0 0

1.88 ,0.146 ,0.112 1880 0.146 0.112 0.129

4.9 ,0.228 ,0.194 4900 0.228 0.194 0.211

-.14 ,0.258 ,0.23 -140 0.258 0.23 0.244

14.66 ,0.342 ,0.33 14660 0.342 0.33 0.336


41/84


0.-2 0 0 -20 0 0 0

0.06 0 0 60 0 0 0

0.08 0 0 80 0 0 0

1.8 ,0.086 ,0.1 1800 0.086 0.1 0.093

5.5 ,0.198 ,0.212 5500 0.198 0.212 0.205

8.84 ,0.238 ,0.26 8840 0.238 0.26 0.249

14.58 ,0.288 ,0.322 14580 0.288 0.322 0.305


42/84


0 ,0.002 0 0 0.002 0 0.001

0.12 0.004 ,0.01 120 0.004 0.01 0.00-

0.06 0.004 ,0.01 60 0.004 0.01 0.00-

,0.04 0.004 ,0.01 ,40 0.004 0.01 0.00-

0.04 0.004 ,0.01 40 0.004 0.01 0.00-

0.08 0.006 ,0.01 80 0.006 0.01 0.0080.14 0.004 ,0.01 140 0.004 0.01 0.00-

0.64 ,0.004 ,0.05 640 0.004 0.05 0.02-

4.84 ,0.158 ,0.204 4840 0.158 0.204 0.181

8.42 ,0.204 ,0.26 8420 0.204 0.26 0.232


43/84

Normal 1



0 0 -20 0 0 0.001

1880 0.129 60 0 120 0.00-

4900 0.211 80 0 60 0.00-

-140 0.244 1800 0.093 ,40 0.00-14660 0.336 5500 0.205 40 0.00-

8840 0.249 80 0.008

14580 0.305 140 0.00-

640 0.02-

4840 0.181

8420 0.232


44/84

,ra"a

#'du"a'

0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 0.4,2000

0

2000

4000

6000

8000

10000

12000

14000

16000

ra!" #u$ungan Be$an an &enutan Bet

olum' Aolum'

olum' E


45/84

n (rami) *%


46/84


,0.2 ,0.002 ,0.002 ,200 0.002 0.002 0.002

0.52 ,0.002 ,0.0-2 520 0.002 0.0-2 0.03-

2.52 ,0.16 ,0.228 2520 0.16 0.228 0.194

4.62 ,0.312 ,0.38 4620 0.312 0.38 0.346

4.94 ,0.394 ,0.458 4940 0.394 0.458 0.426

5.5 ,0.-48 ,0.824 5500 0.-48 0.824 0.-865.66 ,1.5-8 ,1.68 5660 1.5-8 1.68 1.629

6.44 ,3 ,3.148 6440 3 3.148 3.0-4

-.02 ,4.444 ,4.66 -020 4.444 4.66 4.552

-.04 ,6.44 ,6.804 -040 6.44 6.804 6.622


47/84


0.82 ,0.054 ,0.058 820 0.054 0.058 0.056

2.86 ,0.18 ,0.146 2860 0.18 0.146 0.163

5.1 ,0.258 ,0.19 5100 0.258 0.19 0.224

-.32 ,0.312 ,0.218 -320 0.312 0.218 0.265

13.88 ,0.412 ,0.282 13880 0.412 0.282 0.34-


48/84


1.1 ,0.068 ,0.0-4 1100 0.068 0.0-4 0.0-1

2.18 ,0.13 ,0.1 2180 0.13 0.1 0.115

3.1 ,0.182 ,0.1 3100 0.182 0.1 0.141

4.44 ,0.232 ,0.106 4440 0.232 0.106 0.169

4.82 ,0.268 ,0.106 4820 0.268 0.106 0.18-

5.34 ,0.2-8 ,0.106 5340 0.2-8 0.106 0.1926.62 ,0.32 ,0.13 6620 0.32 0.13 0.225

9.9 ,0.39 ,0.13 9900 0.39 0.13 0.26

11.9 ,0.54 ,0.24 11900 0.54 0.24 0.39

20M/a -;5


49/84

,ra"a

#'du"a'

0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 0.4 0.45,2000

0

2000

4000

6000

8000

10000

12000

14000

16000

ra!" #u$ungan Be$an an &enutan Beton

sam!#l 2

olum'

olum' B


50/84

+rum$ Ru$$er 1,%


51/84


0 0 0 0 0 0 0

0.23 0 0 230 0 0 0

0.21 0 0 210 0 0 0

0.2- 0 0 2-0 0 0 0

0.23 0 0 230 0 0 0

0.31 0 0 310 0 0 00.32 0 0 320 0 0 0

0.32 0 0 320 0 0 0

0.32 0 0 320 0 0 0

0.42 0 0 420 0 0 0

0.34 0 0 340 0 0 0

0.0- 0 0 -0 0 0 0

0.92 ,0.0- ,0.148 920 0.0- 0.148 0.109

2.81 ,0.382 ,0.454 2810 0.382 0.454 0.418

3.2- ,0.424 ,0.51 32-0 0.424 0.51 0.46-

4.-3 ,0.5 ,0.61 4-30 0.5 0.61 0.555-.54 ,0.612 ,0.-02 -540 0.612 0.-02 0.65-

13.63 ,0.-6 ,0.866 13630 0.-6 0.866 0.813

18.22 ,0.844 ,0.962 18220 0.844 0.962 0.903


52/84


0.1- 0 0 1-0 0 0 0

,0.15 0 0.002 ,150 0 0.002 0.001

,0.12 ,0.122 0.01 ,120 0.122 0.01 0.066

,0.04 ,0.122 0.01 ,40 0.122 0.01 0.066

,0.01 ,0.122 0.01 ,10 0.122 0.01 0.066

0.14 ,0.12 0.01 140 0.12 0.01 0.065,0.16 ,0.122 0.01 ,160 0.122 0.01 0.066

,0.11 ,0.122 0.01 ,110 0.122 0.01 0.066

0 ,0.122 0.01 0 0.122 0.01 0.066

,0.11 ,0.122 0.01 ,110 0.122 0.01 0.066

,0.08 ,0.12 0.01 ,80 0.12 0.01 0.065

,0.04 ,0.122 0.01 ,40 0.122 0.01 0.066

,0.28 ,0.122 0.01 ,280 0.122 0.01 0.066

,0.13 ,0.122 0.01 ,130 0.122 0.01 0.066

0.06 ,0.12 0.01 60 0.12 0.01 0.065

0.12 ,0.12 0.01 120 0.12 0.01 0.065,0.23 ,0.122 0.008 ,230 0.122 0.008 0.065

,0.26 ,0.122 0.01 ,260 0.122 0.01 0.066

,0.22 ,0.122 0.008 ,220 0.122 0.008 0.065

,0.1 ,0.12 0.008 ,100 0.12 0.008 0.064

,0.16 ,0.122 0.01 ,160 0.122 0.01 0.066

,0.06 ,0.122 0.01 ,60 0.122 0.01 0.066

,0.09 ,0.12 0.01 ,90 0.12 0.01 0.065

0.32 ,0.142 ,0.13 320 0.142 0.13 0.136

1.26 ,0.228 ,0.2-6 1260 0.228 0.2-6 0.252

2.61 ,0.308 ,0.38 2610 0.308 0.38 0.344

2.-- ,0.31 ,0.396 2--0 0.31 0.396 0.353

3.8 ,0.396 ,0.4- 3800 0.396 0.4- 0.433

6.04 ,0.43 ,0.6 6040 0.43 0.6 0.515

9.- ,0.502 ,0.-1 9-00 0.502 0.-1 0.606

14.33 ,0.5-2 ,0.-86 14330 0.5-2 0.-86 0.6-9

18.63 ,0.6-6 ,0.898 18630 0.6-6 0.898 0.-8-


53/84

oad :D7,:1 :D7,:2 oad #'du"a' #'du"a'

,0.12 0.002 0 ,120 0.002 0

0.04 0 0 40 0 0

0.14 0.002 0.198 140 0.002 0.198

0.26 0.002 0.2 260 0.002 0.2

0.12 0.004 0.2 120 0.004 0.2

0.08 0.002 0.2 80 0.002 0.20.09 0.002 0.2 90 0.002 0.2

0.12 0.002 0.2 120 0.002 0.2

0.05 0.002 0.2 50 0.002 0.2

0.11 0.002 0.2 110 0.002 0.2

0.12 0.004 0.2 120 0.004 0.2

0.1 0.002 0.2 100 0.002 0.2

0.14 0.002 0.2 140 0.002 0.2

0.13 0.002 0.2 130 0.002 0.2

0.4 0.002 0.15 400 0.002 0.15

1.0- 0.004 0.028 10-0 0.004 0.0282.06 0.002 ,0.096 2060 0.002 0.096

2.68 0.002 ,0.162 2680 0.002 0.162

3.48 0 ,0.216 3480 0 0.216

5.38 ,0.018 ,0.32 5380 0.018 0.32

8.53 ,0.114 ,0.438 8530 0.114 0.438

12.-6 ,0.224 ,0.538 12-60 0.224 0.538

1-.35 ,0.32 ,0.62 1-350 0.32 0.62

0 0.1 0.2 0.3 0.4 0.5 0.6 0.- 0.8 0.9

,5000

0

5000

10000

15000

20000

ra!" #u$ungan Be$an an


54/84


55/84

a"a,ra"a

0.001

0

0.1

0.101

0.102

0.1010.101

0.101

0.101

0.101

0.102

0.101

0.101

0.101

0.0-6

0.0160.049

0.082

0.108

0.169

0.2-6

0.381 40M/

0.4-


56/84

,160 0.066

,60 0.066

,90 0.065

320 0.136

1260 0.252

2610 0.344

2--0 0.3533800 0.433

6040 0.515

9-00 0.606

14330 0.6-9

18630 0.-8-


57/84

0


58/84

8530 0.2-6

12-60 0.381

1-350 0.4-


59/84


0.16 0 0.002 160 0 0.002 0.001

,0.06 0 0 ,60 0 0 0

0 0 0 0 0 0 0

0.06 0 0 60 0 0 0

0 0 0 0 0 0 0

,0.13 0 0 ,130 0 0 0,0.06 0 0 ,60 0 0 0

0.01 0 0 10 0 0 0

,0.16 0 ,0.002 ,160 0 0.002 0.001

0.18 ,0.06 0 180 0.06 0 0.03

0.81 ,0.258 ,0.066 810 0.258 0.066 0.162

1.-9 ,0.396 ,0.266 1-90 0.396 0.266 0.331

2.58 ,0.458 ,0.348 2580 0.458 0.348 0.403

3.2- ,0.5 ,0.41 32-0 0.5 0.41 0.455

5 ,0.586 ,0.53 5000 0.586 0.53 0.558

8.24 ,0.662 ,0.6- 8240 0.662 0.6- 0.66613.03 ,0.-32 ,0.-86 13030 0.-32 0.-86 0.-59

1-.13 ,0.-8 ,0.888 1-130 0.-8 0.888 0.834


60/84


,0.04 0 0 ,40 0 0 0

,0.1 ,0.014 0 ,100 0.014 0 0.00-

,0.02 ,0.014 0 ,20 0.014 0 0.00-

,0.01 ,0.014 0 ,10 0.014 0 0.00-

,0.12 ,0.014 0.002 ,120 0.014 0.002 0.008

0 ,0.014 0 0 0.014 0 0.00-0.12 ,0.012 0.002 120 0.012 0.002 0.00-

0.15 ,0.014 0.032 150 0.014 0.032 0.023

,0.18 ,0.016 0.086 ,180 0.016 0.086 0.051

0.4- ,0.022 ,0.008 4-0 0.022 0.008 0.015

0.91 ,0.184 ,0.18 910 0.184 0.18 0.182

1.94 ,0.282 ,0.308 1940 0.282 0.308 0.295

2.59 ,0.406 ,0.394 2590 0.406 0.394 0.4

3.23 ,0.466 ,0.432 3230 0.466 0.432 0.449

4.-1 ,0.528 ,0.518 4-10 0.528 0.518 0.523

-.8 ,0.628 ,0.634 -800 0.628 0.634 0.63111.92 ,0.-24 ,0.-44 11920 0.-24 0.-44 0.-34

16.43 ,0.-9 ,0.832 16430 0.-9 0.832 0.811


61/84


,0.16 ,0.004 0 ,160 0.004 0 0.002

0.0- 0 0 -0 0 0 0

0.81 ,0.002 0 810 0.002 0 0.001

1.-3 ,0.002 ,0.042 1-30 0.002 0.042 0.022

2.66 0 ,0.112 2660 0 0.112 0.056

3.61 0 ,0.162 3610 0 0.162 0.0816.0- 0 ,0.252 60-0 0 0.252 0.126

9.41 ,0.002 ,0.334 9410 0.002 0.334 0.168

13.81 ,0.002 ,0.398 13810 0.002 0.398 0.2

18.19 ,0.002 ,0.462 18190 0.002 0.462 0.232

0 0.1 0.2 0.3 0.4 0.5 0.6 0.- 0.8 0.9

,5000

0

5000

10000

15000

20000

ra!" #u$ungan Be$an an &enutan Beton +rum$ Ru$$e


62/84

40M/a 2.


63/84

5


64/84


0 0 0 0 0 0 0

0 0 0 0 0 0 0

0.13 0 0 130 0 0 0

0.35 0 ,0.002 350 0 0.002 0.001

0.2- 0 ,0.002 2-0 0 0.002 0.001

0.11 ,0.004 ,0.004 110 0.004 0.004 0.0041.63 ,0.004 ,0.004 1630 0.004 0.004 0.004

0.21 0.038 ,0.006 210 0.038 0.006 0.022

0.54 ,0.008 ,0.006 540 0.008 0.006 0.00-

2.43 ,0.1-6 ,0.004 2430 0.1-6 0.004 0.09

1.29 ,0.302 ,0.096 1290 0.302 0.096 0.199

2.11 ,0.382 ,0.138 2110 0.382 0.138 0.26

3.18 ,0.444 ,0.1-8 3180 0.444 0.1-8 0.311

5.05 ,0.56 ,0.244 5050 0.56 0.244 0.402

6.98 ,0.6- ,0.308 6980 0.6- 0.308 0.489

12.68 ,0.-96 ,0.398 12680 0.-96 0.398 0.59-16.62 ,0.912 ,0.46 16620 0.912 0.46 0.686


65/84


0.6 0.002 0 600 0.002 0 0.001

0.15 0 0 150 0 0 0

0.1- 0 0 1-0 0 0 0

0.56 0 0 560 0 0 0

0.4 0 0 400 0 0 0

0.36 0.234 0 360 0.234 0 0.11-,0.16 0.234 0 ,160 0.234 0 0.11-

,0.23 0.234 0 ,230 0.234 0 0.11-

0.-5 0.238 0 -50 0.238 0 0.119

0.26 0.238 0 260 0.238 0 0.119

1.56 ,0.01 0 1560 0.01 0 0.005

2.-9 ,0.128 0 2-90 0.128 0 0.064

3.3 ,0.156 0 3300 0.156 0 0.0-8

4.52 ,0.242 0 4520 0.242 0 0.121

-.38 ,0.362 0 -380 0.362 0 0.181

10.98 ,0.4- 0 10980 0.4- 0 0.23515.44 ,0.566 ,0.002 15440 0.566 0.002 0.284

19.3- ,0.6-4 ,0.028 193-0 0.6-4 0.028 0.351


66/84


,0.4- 0.002 0 0 0.002 0 0.001

3.29 0.002 0 ,20 0.002 0 0.001

,0.16 0 ,0.106 190 0 0.106 0.053

0.06 ,0.244 ,0.296 1110 0.244 0.296 0.2-

,0.13 ,0.426 ,0.422 2450 0.426 0.422 0.424

,0.04 ,0.458 ,0.446 2-50 0.458 0.446 0.452,0.14 ,0.544 ,0.508 3840 0.544 0.508 0.526

,0.08 ,0.6-8 ,0.568 59-0 0.6-8 0.568 0.623

,0.04 ,0.826 ,0.662 9440 0.826 0.662 0.-44

,0.03 ,0.9- ,0.-52 13-50 0.9- 0.-52 0.861

,0.01 ,1.11 ,0.858 1--00 1.11 0.858 0.984

,0.01

,0.11

,0.06

0

,0.020.19

1.11

2.45

2.-5

3.84

5.9-

9.44

13.-5

1-.-

13.62

14.86

15.68

16.03

0

5000

10000

15000

20000

25000

ra!" #u$ungan Be$an an &enutan Beton +rum$ Ru$$er

olum'

olum' M

Da"a 3


67/84

0 0.2 0.4 0.6 0.8 1 1.2,5000


68/84

40M/a 2.5


69/84

2430 0.09 260 0.119 13-50 0.861

1290 0.199 1560 0.005 1--00 0.984

2110 0.26 2-90 0.064

3180 0.311 3300 0.0-8

5050 0.402 4520 0.121

6980 0.489 -380 0.181

12680 0.59- 10980 0.23516620 0.686 15440 0.284

193-0 0.351


70/84

a"a,ra"a

oad #'du"a'


71/84


72/84


,0.01 0 0 ,10 0 0 0

0 0 0 0 0 0 0

0.25 ,0.0-2 0 250 0.0-2 0 0.036

0.63 ,0.194 0 630 0.194 0 0.09-

1.52 ,0.318 0 1520 0.318 0 0.159

2.55 ,0.406 0 2550 0.406 0 0.2032.-5 ,0.406 0 2-50 0.406 0 0.203

3.-5 ,0.48 0 3-50 0.48 0 0.24

6.05 ,0.56 0 6050 0.56 0 0.28

9.65 ,0.64 0 9650 0.64 0 0.32

13.85 ,0.-32 0 13850 0.-32 0 0.366

18.03 ,0.81 0 18030 0.81 0 0.405


73/84


,0.01 0 0 ,10 0 0 0

,0.02 0 ,0.65 ,20 0 0.65 0.325

0.2 0 ,0.-5 200 0 0.-5 0.3-5

0.35 0 ,0.-46 350 0 0.-46 0.3-3

0.5 0 ,0.-48 500 0 0.-48 0.3-4

0.92 0 ,0.-8 920 0 0.-8 0.391.85 0 ,0.882 1850 0 0.882 0.441

2.4- 0 ,0.9- 24-0 0 0.9- 0.485

2.89 0 ,0.988 2890 0 0.988 0.494

4.09 0 ,1.112 4090 0 1.112 0.556

6.89 0 ,1.242 6890 0 1.242 0.621

10.96 0 ,1.354 10960 0 1.354 0.6--

15.3- 0 ,1.436 153-0 0 1.436 0.-18

19.5- 0 ,1.5 195-0 0 1.5 0.-5


74/84


0 0 0 0 0 0 0

0.01 0 0 10 0 0 0

0.01 0 0 10 0 0 0

0.01 0 0 10 0 0 0

0.01 ,0.0-2 0 10 0.0-2 0 0.036

0.-6 ,0.194 0 -60 0.194 0 0.09-2.46 ,0.318 0 2460 0.318 0 0.159

2.- ,0.406 0 2-00 0.406 0 0.203

3.5- ,0.406 0.002 35-0 0.406 0.002 0.204

5.64 ,0.48 0 5640 0.48 0 0.24

8.99 ,0.56 0 8990 0.56 0 0.28

13.14 ,0.64 ,0.008 13140 0.64 0.008 0.324

1-.49 ,0.-32 ,0.094 1-490 0.-32 0.094 0.413

21.58 ,0.81 ,0.18 21580 0.81 0.18 0.495

0

5000

10000

15000

20000

25000

ra!" #u$ungan Be$an an &enutan Beton +rum$ Ru$$er

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l


75/84

0 0.1 0.2 0.3 0.4 0.5 0.6 0.- 0.8,5000

l


76/84

40M/a 2.5


77/84

9650 0.32 4090 0.556 5640 0.24

13850 0.366 6890 0.621 8990 0.28

18030 0.405 10960 0.6-- 13140 0.324

153-0 0.-18 1-490 0.413

195-0 0.-5 21580 0.495


78/84

a"a,ra"a

oad #'du"a'


79/84


80/84

20M/a

40M/a

0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 0.4 0.45 0.5,2000

0

2000

4000

6000

8000

10000

12000

14000

16000

18000

ra!" #u$ungan Be$an an &enutan Beton 'orma

olum' A

olum'

olum' E

0 0.1 0.2 0.3 0.4 0.5 0.6 0.- 0.8 0.9 1

,5000

0

5000

10000

15000

20000

ra!" #u$ungan Be$an an &enutan Beton 'or


81/84

l

0 0.1 0.2 0.3 0.4 0.5 0.6,2000

0

2000

4000

60008000

10000

12000

14000

16000

18000

ra!" #u$ungan Be$an an &enutan B

olu

olu

olu

al

0 0.1 0.2 0.3 0.4 0.5 0.6 0.- 0.8 0.9

,5000

0

5000

10000

15000

20000

ra!" #u$ungan Be$an an &enutan Beton +rum


82/84

eton (rami) 2.*%

' A

'

' E

0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 0.4,2000

0

2000

4000

6000

8000

10000

12000

14000

16000

ra!" #u$ungan Be$an an

l

l

l

$ Ru$$er 2,%

0 0.2 0.4 0.6 0.8 1 1.2,5000

0

5000

10000

15000

20000

25000

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olum'

olum' MDa"a 3


83/84

&enutan Beton (rami) *%

olum' A

olum'

olum' E

ton +rum$ Ru$$er 2,%

0 0.1 0.2 0.3 0.4 0.5 0.6 0.- 0.8,5000

0

5000

10000

15000

20000

25000

ra!" #u$ungan Be$an an &

olu

oluolu


84/84

nutan Beton +rum$ Ru$$er 2,%

Grafik Kuat Lentur Angga

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