tugas 2 teknik pondasi (5)

7/23/2019 Tugas 2 Teknik Pondasi (5)

1/33

Tiang Pancang

Berdasarkan Gambar AA

Lapis -1 0-14 m Lapis - 2 14-39 m

Cu 0.45 Cu 0. e! 1.2

" 1.5 " 1.# Cc 0.4

"sa$ 1.# "sa$ 1.% Cr 0.04

& 0 & 0 'C( 1

Lapis )eda*ama Ap +p , s As +s

1 2.00 0.04 0.1# 1.24 0.5# 0.00 0.0000

1 3.00 0.04 0.1# 1.24 0.5# 0.0 0.44#4

1 4.00 0.04 0.1# 1.24 0.5# 1.#0 0.92

1 5.00 0.04 0.1# 1.24 0.5# 2.40 1.3392

1 #.00 0.04 0.1# 1.24 0.5# 3.20 1.%5#

1 %.00 0.04 0.1# 1.24 0.5# 4.00 2.2320

1 .00 0.04 0.1# 1.24 0.5# 4.0 2.#%4

1 9.00 0.04 0.1# 1.24 0.5# 5.#0 3.124

1 10.00 0.04 0.1# 1.24 0.5# #.40 3.5%12

1 11.00 0.04 0.1# 1.24 0.5# %.20 4.01%#

1 12.00 0.04 0.1# 1.24 0.5# .00 4.4#40

1 13.00 0.04 0.1# 1.24 0.5# .0 4.9104

1 14.00 0.04 0.1# 1.24 0.5# 9.#0 5.35#

2 15.00 0.04 0.29 1.22 0.9 0.0 #.13%#

2 1#.00 0.04 0.29 1.22 0.9 1.#0 #.914

2 1%.00 0.04 0.29 1.22 0.9 2.40 %.#992

2 1.00 0.04 0.29 1.22 0.9 3.20 .400

2 19.00 0.04 0.29 1.22 0.9 4.00 9.2#0

2 20.00 0.04 0.29 1.22 0.9 4.0 10.041#

2 21.00 0.04 0.29 1.22 0.9 5.#0 10.224

2 22.00 0.04 0.29 1.22 0.9 #.40 11.#032

2 23.00 0.04 0.29 1.22 0.9 %.20 12.340

2 24.00 0.04 0.29 1.22 0.9 .00 13.1#4

2 25.00 0.04 0.29 1.22 0.9 .0 13.945#

2 2#.00 0.04 0.29 1.22 0.9 9.#0 14.%2#4

2 2%.00 0.04 0.29 1.22 0.9 10.40 15.50%2

2 2.00 0.04 0.29 1.22 0.9 11.20 1#.20

2 29.00 0.04 0.29 1.22 0.9 12.00 1%.0#

2 30.00 0.04 0.29 1.22 0.9 12.0 1%.49#

2 31.00 0.04 0.29 1.22 0.9 13.#0 1.#304

2 32.00 0.04 0.29 1.22 0.9 14.40 19.4112

2 33.00 0.04 0.29 1.22 0.9 15.20 20.1920

2 34.00 0.04 0.29 1.22 0.9 1#.00 20.9%2

2 35.00 0.04 0.29 1.22 0.9 1#.0 21.%53#

2 3#.00 0.04 0.29 1.22 0.9 1%.#0 22.5344

2 3%.00 0.04 0.29 1.22 0.9 1.40 23.3152

2 3.00 0.04 0.29 1.22 0.9 19.20 24.09#0

2 39.00 0.04 0.29 1.22 0.9 20.00 24.%#


2/33

B!red Pi*e

Berdasarkan Gambar AA

Lapis -1 0-14 m Lapis - 2 14-39 m

Cu 0.45 Cu 0. e!

" 1.5 " 1.# Cc

"sa$ 1.# "sa$ 1.% Cr

& 0 & 0 'C(

+u*$ +a** Lapis )eda*ama Ap +p , s

0.1#20 0.0540 1 2.00 0.13 0.51 1.00 0.45

0.#04 0.2%%2 1 3.00 0.13 0.51 1.00 0.45

1.054 0.5004 1 4.00 0.13 0.51 1.00 0.45

1.5012 0.%23# 1 5.00 0.13 0.51 1.00 0.45

1.94%# 0.94# 1 #.00 0.13 0.51 1.00 0.45

2.3940 1.1%00 1 %.00 0.13 0.51 1.00 0.45

2.404 1.3932 1 .00 0.13 0.51 1.00 0.45

3.2# 1.#1#4 1 9.00 0.13 0.51 1.00 0.45

3.%332 1.39# 1 10.00 0.13 0.51 1.00 0.45

4.1%9# 2.0#2 1 11.00 0.13 0.51 1.00 0.45

4.#2#0 2.2#0 1 12.00 0.13 0.51 1.00 0.45

5.0%24 2.5092 1 13.00 0.13 0.51 1.00 0.45

5.51 2.%324 1 14.00 0.13 0.51 1.00 0.45

#.425# 3.1#4 2 15.00 0.13 0.90 1.00 0.0

%.20#4 3.5552 2 1#.00 0.13 0.90 1.00 0.0

%.9%2 3.945# 2 1%.00 0.13 0.90 1.00 0.0

.%#0 4.33#0 2 1.00 0.13 0.90 1.00 0.0

9.54 4.%2#4 2 19.00 0.13 0.90 1.00 0.0

10.329# 5.11# 2 20.00 0.13 0.90 1.00 0.0

11.1104 5.50%2 2 21.00 0.13 0.90 1.00 0.0

11.912 5.9%# 2 22.00 0.13 0.90 1.00 0.0

12.#%20 #.20 2 23.00 0.13 0.90 1.00 0.0

13.452 #.#%4 2 24.00 0.13 0.90 1.00 0.0

14.233# %.0# 2 25.00 0.13 0.90 1.00 0.0

15.0144 %.4592 2 2#.00 0.13 0.90 1.00 0.0

15.%952 %.49# 2 2%.00 0.13 0.90 1.00 0.0

1#.5%#0 .2400 2 2.00 0.13 0.90 1.00 0.0

1%.35# .#304 2 29.00 0.13 0.90 1.00 0.0

1.13%# 9.020 2 30.00 0.13 0.90 1.00 0.0

1.914 9.4112 2 31.00 0.13 0.90 1.00 0.0

19.#992 9.01# 2 32.00 0.13 0.90 1.00 0.0

20.400 10.1920 2 33.00 0.13 0.90 1.00 0.0

21.2#0 10.524 2 34.00 0.13 0.90 1.00 0.0

22.041# 10.9%2 2 35.00 0.13 0.90 1.00 0.0

22.224 11.3#32 2 3#.00 0.13 0.90 1.00 0.0

23.#032 11.%53# 2 3%.00 0.13 0.90 1.00 0.0

24.340 12.1440 2 3.00 0.13 0.90 1.00 0.0

25.1#4 12.5344 2 39.00 0.13 0.90 1.00 0.0


3/33

1.2

0.4

0.04

1

As +s +u*$ +a**

0.0000 0.0000 0.509 0.203#

1.25## 0.5#55 1.0%44 0.429

2.5133 1.1310 1.#399 0.#5#0

3.%#99 1.#9#5 2.2054 0.22

5.02#5 2.2#19 2.%%09 1.104

#.232 2.2%4 3.33#4 1.3345

%.539 3.3929 3.9019 1.5#0%

.%9#5 3.954 4.4#%3 1.%#9

10.0531 4.5239 5.032 2.0131

11.309% 5.094 5.593 2.2393

12.5##4 5.#549 #.1#3 2.4#55

13.230 #.2204 #.%293 2.#91%

15.0%9# #.%5 %.294 2.91%9

1.25## %.%911 .#959 3.4%4

2.5133 .%9#5 9.%012 3.05

3.%#99 9.01 10.%0#5 4.22#

5.02#5 10.0%1 11.%119 4.#4%

#.232 11.124 12.%1%2 5.0#9

%.539 12.1%% 13.%225 5.490

.%9#5 13.230 14.%2% 5.911

10.0531 14.23 15.%331 #.2932

11.309% 15.33# 1#.%34 #.#954

12.5##4 1#.39 1%.%43% %.09%5

13.230 1%.442 1.%490 %.499#

15.0%9# 1.49# 19.%543 %.901%

1#.33#3 19.549 20.%59# .3039

1%.5929 20.#02 21.%#50 .%0#0

1.49# 21.#55 22.%%03 9.101

20.10#2 22.%0 23.%%5# 9.5102

21.3#2 23.%#1 24.%09 9.9124

22.#195 24.14 25.%#2 10.3145

23.%#1 25.#% 2#.%915 10.%1##

25.132% 2#.920 2%.%9# 11.11%

2#.394 2%.9%3 2.021 11.520

2%.#4#0 2.902% 29.0%4 11.9230

2.902% 29.900 30.12% 12.3251

30.1593 30.9133 31.11 12.%2%2

31.4159 31.91# 32.234 13.1293

0.0

0.00

10.00

20.00

30.00

40.00

50.00

Tiang

Kedalaman (m)

0

0.0

10.0

20.0

30.0

40.0

50.0

Bo

Kedalaman (m)


4/33

00 5.0000 10.0000 15.0000 20.0000 25.0000 30.0000

Pancang (Gambar AA)

Qult (ton)

.0000 5.0000 10.000015.000020.000025.000030.000035.0000

red Pile (Gambar AA)

Qult (ton)


5/33

Tiang Pancang

Berdasarkan -/PT B2

)eda*ama b Ap As +p +s +u*$

2.00 4.00 4.00 0.04 0.00 #.40 0.00 #.40

3.00 4.00 4.00 0.04 0.0 #.40 0.#4 %.04

4.00 4.00 4.00 0.04 1.#0 #.40 1.2 %.#

5.00 4.00 4.00 0.04 2.40 #.40 1.92 .32

#.00 4.00 4.00 0.04 3.20 #.40 2.5# .9#

%.00 10.00 5.00 0.04 4.00 1#.00 4.00 20.00

.00 1.00 #.# 0.04 4.0 2.0 #.5 35.3

9.00 22.00 .%5 0.04 5.#0 35.20 9.0 45.00

10.00 2%.00 10.% 0.04 #.40 43.20 13.0 5%.00


6/33

B!red Pi*e

Berdasarkan -/PT B2

+a** )eda*ama b Ap As +p

2.13 2 4 4.00 0.125% 0.0000 20.10#2

2.45 3 4 4.00 0.125% 1.25## 20.10#2

2.%% 4 4 4.00 0.125% 2.5133 20.10#2

3.09 5 4 4.00 0.125% 3.%#99 20.10#2

3.41 # 4 4.00 0.125% 5.02#5 20.10#2

%.33 % 10 5.00 0.125% #.232 50.2#55

12.9 1 #.# 0.125% %.539 90.4%%9

1#.#3 9 22 .%5 0.125% .%9#5 110.541

21.30 10 2% 10.% 0.125% 10.0531 135.%1#

11 35 13.20 0.125% 11.309% 1%5.9292

12 #2 1%.#4 0.125% 12.5##4 311.#4#0

13 #2 21.33 0.125% 13.230 311.#4#0

14 #2 24.4# 0.125% 15.0%9# 311.#4#0

15 #0 2%.00 0.125% 1#.33#3 301.5929

1# 5# 2.93 0.125% 1%.5929 21.4#%

1% #0 30. 0.125% 1.49# 301.5929

1 5 32.4% 0.125% 20.10#2 291.539

19 #1 34.0# 0.125% 21.3#2 30#.#194

20 #5 35.# 0.125% 22.#195 32#.%25#


7/33

+s +u*$ +a**

0.0000 20.10#2 .0425

0.502% 20.#0 .2435

1.0053 21.1115 .444#

1.500 21.#142 .#45%

2.010# 22.11# .4#%

3.141# 53.40%1 21.3#2

5.1%02 95.#40 3.2592

%.#9#9 11.210 4%.3124

10.350 14#.551 5.#20%

14.92 190.50 %#.3432

22.1#25 333.05 133.5234

29.491 341.1351 13#.4540

3#.%1 34.5331 139.4132

44.100 345.%009 13.203

50.9022 332.39 132.955#

5.190 359.%909 143.91#4

#5.2#0 35#.25 142.%303

%2.%523 3%9.3%1% 151.%4%

0.%15 40%.4414 1#2.9%##

0.00 10.00

0.00

2.004.00

#.00

.00

10.00

12.00

Tiang Pa

Kedalaman (m)

0.0000 1

0

5

10

15

20

25

Bo

Kedalaman (m)


8/33

20.00 30.00 40.00 50.00 #0.00

cang (BH2)

Qult (ton)

00.0000 200.0000 300.0000 400.0000 500.0000

ed Pile (BH2)

Qult (ton)


9/33


10/33


11/33


12/33


13/33


14/33


15/33


16/33


17/33


18/33


19/33


20/33


21/33


22/33

/e$$*emen$ dari ke*!mp!k $iang pancang

Lapis ep$ m " "sa$ " 670 $8m

1 15.33 1#.00 1.#0 1.% 0.% 1%.####%

2 1#.00 1%.00 1.#0 1.% 0.% 1.25

3 1%.00 1.00 1.#0 1.% 0.% 1.95

4 1.00 19.00 1.#0 1.% 0.% 19.#55 19.00 20.00 1.#0 1.% 0.% 20.35

# 20.00 21.00 1.#0 1.% 0.% 21.05

% 21.00 22.00 1.#0 1.% 0.% 21.%5

22.00 23.00 1.#0 1.% 0.% 22.45

9 23.00 24.00 1.#0 1.% 0.% 23.15

10 24.00 25.00 1.#0 1.% 0.% 23.5

11 25.00 2#.00 1.#0 1.% 0.% 24.55

12 2#.00 2%.00 1.#0 1.% 0.% 25.25

13 2%.00 2.00 1.#0 1.% 0.% 25.95

14 2.00 29.00 1.#0 1.% 0.% 2#.#515 29.00 30.00 1.#0 1.% 0.% 2%.35

1# 30.00 31.00 1.#0 1.% 0.% 2.05

1% 31.00 32.00 1.#0 1.% 0.% 2.%5

1 32.00 33.00 1.#0 1.% 0.% 29.45

19 33.00 34.00 1.#0 1.% 0.% 30.15

20 34.00 35.00 1.#0 1.% 0.% 30.5

21 35.00 3#.00 1.#0 1.% 0.% 31.55

22 3#.00 3%.00 1.#0 1.% 0.% 32.25

23 3%.00 3.00 1.#0 1.% 0.% 32.95

24 3.00 39.00 1.#0 1.% 0.% 33.#5

Lapis ep$ m :6

1 15.33 1# .495433

2 1# 1% 1.40053%

3 1% 1 0.43#0%

4 1 19 0.242%92

5 19 20 0.145#2%

# 20 21 0.09#9%3

% 21 22 0.0#912

22 23 0.05129

9 23 24 0.0402%2

10 24 25 0.032191

11 25 2# 0.02#31

12 2# 2% 0.02191

13 2% 2 0.0153#

14 2 29 0.015

15 29 30 0.013%5%


23/33

1# 30 31 0.012032

1% 31 32 0.010#13

1 32 33 0.009431

19 33 34 0.0043#

20 34 35 0.00%59

21 35 3# 0.00###

22 3# 3% 0.00#2423 3% 3 0.005#9#

24 3 39 0.005221


24/33

Tana 2

cr ; 0.04

cc ; 0.4

e! ; 1.2

*apis dep$-< m 6p 67! :6 67! = :6 'C($8m2 $8m2 $8m2 $8m2

1 15.33 1#.00 1%.####% 1%.####% .495433 2#.1#21 1.0

2 1#.00 1%.00 1.25 1.25 1.40053% 19.#5054 1.0

3 1%.00 1.00 1.95 1.95 0.43#0% 19.433#1 1.0

4 1.00 19.00 19.#5 19.#5 0.242%92 19.92%9 1.0

5 19.00 20.00 20.35 20.35 0.145#2% 20.495#3 1.0

# 20.00 21.00 21.05 21.05 0.09#9%3 21.14#9% 1.0

% 21.00 22.00 21.%5 21.%5 0.0#912 21.191 1.0

22.00 23.00 22.45 22.45 0.05129 22.5013 1.0

9 23.00 24.00 23.15 23.15 0.0402%2 23.1902% 1.010 24.00 25.00 23.5 23.5 0.032191 23.219 1.0

11 25.00 2#.00 24.55 24.55 0.02#31 24.5%#32 1.0

12 2#.00 2%.00 25.25 25.25 0.02191 25.2%192 1.0

13 2%.00 2.00 25.95 25.95 0.0153# 25.9#54 1.0

14 2.00 29.00 2#.#5 2#.#5 0.015 2#.##5 1.0

15 29.00 30.00 2%.35 2%.35 0.013%5% 2%.3#3%# 1.0

1# 30.00 31.00 2.05 2.05 0.012032 2.0#203 1.0

1% 31.00 32.00 2.%5 2.%5 0.010#13 2.%#0#1 1.0

1 32.00 33.00 29.45 29.45 0.009431 29.45943 1.0

19 33.00 34.00 30.15 30.15 0.0043# 30.1544 1.0

20 34.00 35.00 30.5 30.5 0.00%59 30.5%59 1.0

21 35.00 3#.00 31.55 31.55 0.00### 31.55#% 1.0

22 3#.00 3%.00 32.25 32.25 0.00#24 32.25#24 1.0

23 3%.00 3.00 32.95 32.95 0.005#9# 32.955% 1.0

24 3.00 39.00 33.#5 33.#5 0.005221 33.#5522 1.0


25/33


26/33

/ /m cm

0.020%%2 2.0%%219

0.0053 0.534%

0.00199 0.1995

0.0009% 0.09#9#%

0.0005#3 0.05#305

0.0003#3 0.03#293

0.000251 0.0250%#

0.00012 0.01209

0.00013% 0.013%250.00010% 0.010#5

.4#>-005 0.004#1

#.5>-005 0.00#51

5.#4>-005 0.005#3

4.%0>-005 0.004%04

3.9%>-005 0.0039%1

3.39>-005 0.0033#

2.91>-005 0.002914

2.53>-005 0.00252

2.21>-005 0.002209

1.94>-005 0.001943

1.%2>-005 0.001%1

1.53>-005 0.00152

1.3#>-005 0.0013#5

1.23>-005 0.001225

3.1#5%1%


27/33


28/33

? < @

0 0 1.02 0.1902% 0.2#9

2 0.359454 1 0.1532 T 5.5#4

4 0.%190% 0.4 0.155##9 > 2000000

# 1.0%3#1 0.%2 0.133431 0.0001333333

1.43%15 0.4 0.0954

10 1.%9%2# 0.35 0.0#4#2

12 2.15#%22 0.2 0.03%0#4

14 2.51#1%5 0 0

1# 2.%5#29 -0.03 -0.0055#

1 3.23503 0 0

20 3.59453# 0 0

? < @m D

0 0.000 -1.000 -1.59#

2 0.359 -0.50 -1.35%

4 0.%19 -0.300 -0.4%9

# 1.0% -0.100 -0.1#0

1.43 0.00 0.12

10 1.%9% 0.110 0.1%#

12 2.15% 0.100 0.1#0

14 2.51# 0.050 0.00

1# 2.%# 0.000 0.000

1 3.235 0.000 0.000

20 3.595 0.000 0.000

? < @p P

0 0.000 0.000 0

2 0.359 0.200 0.010313

4 0.%19 0.540 0.02%44

# 1.0% 0.%00 0.03#095

1.43 0.#30 0.03245

10 1.%9% 0.550 0.023#

12 2.15% 0.400 0.020#25

14 2.51# 0.200 0.010313

1# 2.%# -0.010 -0.00051#

1 3.235 -0.#00 -0.03093

20 3.595 0.000 0

-0.04 -0.03 -0.02 -0.01

2

1

12

1

1


29/33

2

Gaya G


30/33

-0.05 0 0.05 0.1 0.15 0.2 0.25

0

2

4

#

10

12

14

1#

1

20

Deformasi (m)

-2.0 -1.5 -1.0 -0.

Momen (ton

0 0.01 0.02 0.03 0.04


31/33

eser (ton)


32/33

0.0 0.5

0

2

4

#

10

12

14

1#

1

20

m)


33/33

tugas 2 teknik pondasi (5)

Documents