hitung str lengkap.xls

GUDANG JOS - 12 M

dag tembok : a ta ! : "o

488 kg/m2 250 kg/m2 50 kg/m2

sloof t!a"#a"g &O'(

"o kolom aa.  1 1 te!) 1 1 te"ga. 1 2 te!) 1 2

t)"gg)  % % %

5 5 5 5

*'M+O, aa.    0 0

t)"gg)  5 5  5  5

2 4 0 k g /m $ % k g/m %00 /t)t)k

beat 11250 1 %8  5 11250 11250

A*A& leba

s !a "   % %

beat  % % 12

45 0 $0 0 1800  %0 0

DAG leba

s !a " 0 0 0 0

sloof !a"a"g beat

beat  0 0 0

0 0 0 0

% $ % %

1 4 40 2 1 %0 1 4 40 1 4 40

t)a"g !a"#a"g !a"a"g beat 18 18 18 18

1  28 1  28 1  28 1  28

*O*A3

1 4 8% 8 2 1 %%  1 % 21 8 1 8 01 8

PERHITUNGAN PEMBEBANAN &(O', : +ANGUNAN S',O3A6 3O,AS7 : SU(A+AA SU(A+AA Beban

No

Lokasi

01  (UANG ,'3AS

Jenis Beban

9)")s.)"g &lafo"d &lat beto" t120 mm +eba" Mat) +eba" 6)d;!

02  ( S'(+AGUNA  ( O3A6 (AGA  6A33  ( &'(*'MUAN

0  3O++  ,O(7DO(  *ANGGA

 

$0 20 110 2 88 !9" 250

 

$0 20 110 2 88 !9" $00

 

$0 20 110 2 88 !9" !00

 

$0 15 1 20 20 245 2 88 5!! 250



04  ,M/<=

Plat & Balok ( kg/m2 ( kg/m2

9)")s.)"g > keam)k ?@ mota
Beban

Portal Lr1=0,90 ( kg/m2

Gempa Lr2=0,5 ( kg/m2

$80 2500 #$"%0

$80 2250 #2!%0

$80 1250 52!%0

$80 4000 9"%0

$80 %00 5"%0

$80 2000 59"%0

$80 000 #9"%0

$80 200 ##"%0

$80 1500 5$"%0

50 2500 "!%0

50 2250 5"%0

50 1250 #5"%0

Plat

Portal

Gempa

No

5

Lokasi

 DA&U(/ &AN*(

Jenis Beban


%

 GUDANG

 &3A* A*A&

 

$0 20 110 2 88 !9" 250

 

$0 20 110 2 88 !9" $00

 

$0 20 110 2 88 !9" 100




& Balok ( kg/m2 ( kg/m2


Lr1=0,90 ( kg/m2

Lr2=0,5 ( kg/m2

$80 2500 #$"%0

$80 2250 #2!%0

$80 1250 52!%0

$80 4000 9"%0

$80 %00 5"%0

$80 2000 59"%0

$80 1000 $9"%0

$80 $00 $""%0

$80 500 $$"%0

')B*'+ ')B*'+ +-+ +- + (.ooling ma.ine room

gbeam : oof : all : No

00 kg/m  kg kg/m2 800 kg kg/m oof &>m? 3>m?

m? B>kg?

kg

G+eam 3>m? B>kg?

B total kg

9oot)"g S)Ce +>m? 3>m?

s foot)"g kg/m2

1

22

28

22$

45 %00

2

%00

442$

14

14 225$14

2

4

28

4455

58 4%40

5 1500

%5855

14

14 5$$$

')B*'+ +-+ (.ooling toer

 >;1 >;1?? sla slab b  >; >;2? 2? sla slab b  >l? slab slab   beam   all  No

$80 $80 1% 1%40 40 40%0 40%0 45 0 21% 0

kg/ g/m m2 kg/m kg/m2 2 kg/ g/m m2 kg/mE kg/mE U!!e Slab >1? &>m? 3>m? kg

U!!e Slab >2? &>m? 3>m? kg

&>m?

3oe Slab 3>m? kg

m?

B>kg?

3>m?

+eam B>kg?

B total kg

1

5

1

400

00

00

0

00

00

00

45

$20

2

420

1400

2

5

2

%8%00

00

00

0

00

00

00

58

1252 8

5

10800

01880

4

0

0

0

5

10

540

00

00

00

0

0

1

21%0

$000

')B*'+ +-+ (.ool ater tank

 >;? slab   >l? slab   all  No

80 kg/m2 40%0 kg/m2 21%0 kg/mE Aea &>m? 3>m?

U!!e Slab 3oe Slab kg kg

m?

B>kg?

B total kg

1

15

15

2188

10%55

25

020

1$85%

2

5

1

2$050

142100

45

$20

2%850

4

15



455

21150



%480

21525

')B*'+ +-+ (.ool ater tank

 >;? slab   >l? slab   all  No

80 kg/m2 40%0 kg/m2 21%0 kg/mE Aea &>m? 3>m?

U!!e Slab 3oe Slab kg kg

m?

B>kg?

B total kg

1

15

15

2188

10%55

25

020

1$85%

2

5

1

2$050

142100

45

$20

2%850

4

15



455

21150



%480

21525

B-+ +L*L+')3N +L*L+')3N

#ool)"g toe '4pe i6e (.m:.m

L (m

7 (kg/m8

=1/"7l2 kgm

=1%5 kgm

+1

0/%0

5

1 $ 40

2 $ 0  %

4 4 5 5 $4

+2

0/0



1  10

1 4   5

2 21 0  %

+4

25/50

5

2 5 0

 $ 5  1

5 $ 0 2 $

-;*)<+L-N L3+

add - off)#e o>e 7 o@ slab (kg/m2

imensions l: l4 (m (m

p

7?seg

7?trp

l4/l: (kg/m8

(kg/m8

bm A

51000

250

800

20

%50

42500

%1%5

+

5 1 0 0 0

00

800

2 % 

 % 5 0 0

51000

 2 $ 1 4

G

5 10  0 0

1  50

200

1  

 8 2 5 0

25500

 10  8

-;*)<+L-N L3+

add - off)#e o>e 7 o@ slab (kg/m2

imensions l: l4 (m (m

p l4/l:

7?seg (kg/m8

7?trp (kg/m8

b. A

0000

250

800

20

500

25000

%2$

+

4 0 0 0 0

00

800

2 % 

% 0 0 0 0

40000

5  1 8 8

G

4 00  0 0

1  50

200

1  

 0 0 0 0

20000

2 4  5

PERHITUNGAN PEMBEBANAN Beban

No

Lokasi

1

 6A33 U*AMA

Jenis Beban


2

,M/<=

 3O++  ,O(7DO(  *ANGGA

 6A33 U*AMA

 MU3*7&U(&OS'  &ANGGUNG

 

1 00 20 1 20 2 88 $0" !00

 

1 00 20 120 2 88 $0" $00

 

1 00 20 120 2 88 $0" $00


5

 

1 00 15 1 20 20 255 2 88 5$! 250


4

 

1 00 20 120 2 88 $0" $00

9)")s.)"g > keam)k ?@ mota


Plat & Balok ( kg/m2 ( kg/m2


Beban

Portal Lr1=0,5 ( kg/m2

Gempa Lr2=0,! ( kg/m2

4080 4000 "0"%0

4080 000 0"%0

4080 1200 52"%0

540 2500

540 185

540 50

4080 000 0"%0

4080 2250 #!!%0

4080 $00 $9"%0

4080 4000 "0"%0

4080 000 0"%0

4080 1200 52"%0

4080 4000

4080 000

4080 1200

Plat

Portal

Gempa

No

%

Lokasi

 DA&U(/ &AN*(

Jenis Beban




 GUDANG

 (UANG M/'

 

1 00 20 120  %0 2"" $00

 

1 00 20 120 2 88 $0" "00

 

100 100 20 120  %0 $"0 "00


$

 

1 00 20 120 2 88 $0" 250


8

& Balok ( kg/m2 ( kg/m2

 &A(,7 A(,7( ( +A +AS' S'M' M'N* N* 9)") 9)")s. s.)" )"g g &lafo"d &lat beto" t150 mm +eba" Mat) +eba" 6)d;!

Lr1=0,5 ( kg/m2

Lr2=0,! ( kg/m2

4080 2500 #5"%0

4080 185 595%5

4080 50 $"!%0

2880 4000

2880 000

2880 1200

4080 8000 1,20"%0

4080 %000 1,00"%0

4080 2400 #$"%0

4800 8000 1,2"0%0

4800 %000 1,0"0%0

4800 2400 20%0

P-B-B+N+N P-L+' L+N'+) &oek : Sl)!) F)e Ged;"g : A!ateme" 3okas) : Jakata - 7"do"es)a

No Lokasi

Jenis

B%J%

'ebal

Pembebanan

t/m!

.m

B% ati B% Ai>p kg/m2

Beban 'otal

kg/m2

kg/m2 Pelat

1

2



4

5

%



8

$

( ( A!atme"t

+alko"

=o)do/3obb/'"t6all

( Mes)" 3)ft

( M/'

9)e *a"k/S;bstat)o"/ &;m! Stat)o"

( Ge"eato

( S*&

Ata! +eto"

&at)s) 9)")s.)"g =e)l/d;#t)"g/!a#k +S &elat

21 24

5 12


21 24

5 12


21 24

5 15


21 24

5 15


21 24

5 15


21 24

5 20


21 24

0 20


21 24

0 50

21 24

5 12

105 50 288 4 4 105 0 288 4 2 105 50 %0 5 15 105 0 %0 4 %5 105 0 %0 4 %5 105 0 480 5 85 0 0 480 4 80 0 0 12 0 0 12 0 0 15 105 50 288 4 4

Balok

Gempa

2 00

% 4

05 48225

0 1$2$

 00

 2

05 54225

0 21%$

 00

8 15

05 %1125

0 2445

4 00

8 %5

05 %485

0 25$5

4 00

8 %5

05 %485

0 25$5

8 00

1 8 5

05 1085

0 4155

2 0 00

24 8 0

05 1 8 %0

0 44

40 0 0

5 2 00

05  $0 0

0 15%0

1 00

5 4

05 4025

0 1%2$

P-B-B+N+N P-L+' L+N'+) &oek : Sl)!) F)e Ged;"g : A!ateme" 3okas) : Jakata - 7"do"es)a

No Lokasi

Jenis

B%J%

'ebal

B% ati B% Ai>p

Pembebanan

t/m!

.m

kg/m2


21 24

5 15

105 25 %0 4 $0 105 25 480 % 10 105 50 %0 5 15 105 50 %0 5 15 105 25 480 % 10

Beban 'otal

kg/m2

kg/m2 Pelat

10 =a!ak/d)ea >atas?

11 =a!ak/d)ea >base?

12 ( Ola. (aga

1 Stoage

14 Se)#e ad


21 24

5 20


21 24

5 15


21 24

5 15


21 24

5 20

Balok

Gempa

8 $0

05 %%5

0 2%

8 00

1 41 0

05 1055

0 42

4 00

$ 15

05 %8%25

0 245

4 00

$ 15

05 %8%25

0 245

8 00

1 41 0

05 1055

0 42

4 00

*2$

B *50

P)L-(.m

L (m

P (ton

f8-5 f8-100 f8-150 f8-200 f10-5 f10-100

M8-150 M-150 M%-150 M5-150 M10-150 M$-150

15H15 20H20 25H25 0H0 5H5 40H40

4I% 4I%I8 4I%I8 4I%I8I12 4I%I8I10I12 4I%I8I10I12

25 45 0 105 145 180

P-A)'*NG+N P-B+N)NG+N '*L+NG+N L*N+ *2$ -NG+N B

+% '*L% PL+' PL+' 10 ?150 *;la"ga" l;"ak U-24 s f= aak  3;as 

14 0 0 10 150 52

kg/#m2 mm mm #m2

+(= U-50

---------

ko"es) ke +(=

s 3;as t;l 



14 0 0 10 200 $

kg/#m2 mm mm #m2

1 4 00 2$00

 52



25 #m2

D)!aka) +( +(= 8-150 

5 #m2

B% '*L% PL+' PL+' 10 ?200 *;la"ga" l;"ak U-24 s f= aak  3;as 

2$00 kg/#m2 14 00  3;as *;la"ga" 3;"ak 2$00

+(= U-50

---------

ko"es) ke +(=

s 3;as t;l 



2$00 kg/#m2 14 00  3;as *;la"ga" 3;"ak 2$00 1 4 00 2$00

 $



18$ #m2

D)!aka) +( +(= -150 

25 #m2

&oe#t : Sl)!)mas &oe#t 3o#at)o" : Jakata - 7"do"es)a

'-N)3N L3+

Lo.ation

+rea

n?pile

m2

*pli@t

Con> lab 2n> ? Base 1st? Base 1st? Cloor

kg/m2

kg/m2

kg/m2

kg/m2

et% Dall

kg/m2

Pile.ap

Pile

'ension

'ension 1Pile

kg

kg

kg

kg

>11I=?

%4

1f 100

8500

1200

1 500

1000

1000

0

12$02

45

18%$45

18%$45

> 1IA?

2

1f 80

8500

1200

1500

1000

1000

51840

$88

15%80

44202

44202

>2I'?

44

2f 80

8500

1200

1500

1000

1000

0

2%812

1%4

10$024

54512

P--N+N++N P-L+' ++

Beban 4ang bekerEa F

1 +eba" Stat)k > +eba" a"g bes)fat teta!/ d)am ? 2 +eba" D)"am)k > beba" a"g begeak/ d)"am)s ? &ada !ee"#a"aa" )") beba" begeak > fokl)ft ? leb). me"e"t;ka" kae"a ada"a beba" te!;sat a"g besa !ada s;at; t)t)k a"g me"ebabka" tead)"a ko"se"tas) tega"ga" !ada t)t)k teseb;t a"g da!at me")mb;lka" tead)"a !;m!)"g !ada !elat la"ta)

ata Peren.anaan F

&  ,  sb  50 % sb  tb !elat > . ? 

 to"  22 5 4 kg/#m2  20 #m

%44 lb 1024 !s) 5%%2 !s)  8 )"

: &  besa"a gaa !ada oda fokl)ft : M;t; beto" : *ega"ga" le"t; beto" : *ega"ga" le"t; beto" ))" : tebal !elat

P--N+N++N P-L+' ++

Beban 4ang bekerEa F

1 +eba" Stat)k > +eba" a"g bes)fat teta!/ d)am ? 2 +eba" D)"am)k > beba" a"g begeak/ d)"am)s ? &ada !ee"#a"aa" )") beba" begeak > fokl)ft ? leb). me"e"t;ka" kae"a ada"a beba" te!;sat a"g besa !ada s;at; t)t)k a"g me"ebabka" tead)"a ko"se"tas) tega"ga" !ada t)t)k teseb;t a"g da!at me")mb;lka" tead)"a !;m!)"g !ada !elat la"ta)

ata Peren.anaan F

&   to"  %44 lb ,  22 5 sb  4 kg/#m2  1024 !s) 50 % sb  5%%2 !s) tb !elat > . ?  20 #m 8 )" a  50 #m 1$%$ )" b  50 #m #m 1$%$ )" )" ' b e to "  210'@05 kg/#m2  045%1 !s) ;  0 2 =+(  85K ----- k  00 lb/m   2 3  '. / > 12 > 1 - ; ? k ?  25

: &  besa"a gaa !ada oda fokl)ft : M;t; beto" : *ega"ga" le"t; beto" : *ega"ga" le"t; beto" ))" : tebal !elat : a)2 beba" ko"tak : a)2 !e"ebaa" teka"a" a"g ek)ale"t : Mod;l;s elast)s)tas beto" : !o)so" at)o beto" 001140$ lb/#;)" : mod;l;s s;bgade : a)2 keke"ala" elat)f

** D-'-G++ 1% 'egangan 4ang terEa>i akibat beban ro>a pa>a tepi pelat s

 052& / . 2  > 4log> 3/b ? @ log b ? 

8421 !s)

L

5%%2 !s)

2% 'egangan 4ang terEa>i akibat beban ro>a pa>a tenga2 pelat s

 01%& / . 2  > 4log> 3/b ? @ 10%$ ? 

20451 !s)

L

5%%2 !s)

!% 'egangan 4ang terEa>i akibat beban ro>a pa>a Eng pelat s

 4& / . 2  > 1- aF2/3?12 

5182 !s)

L

5%%2 !s)

'+B-L P-N*L+NG+N P-N* L+NG+N PL+' PL+' *'+A3 *'+A3 &3A &3A* * > mm mm ?

*U3ANGAN *U3ANGAN A(A6 > H ? *U3ANGAN *U3ANGAN A(A6 >  ? > +' +'N*ANG &'ND', ? > +' +'N*ANG &ANJANG?

*U3ANGAN +AG7

NO

,OD'

1

S1

12

Ø8-100

Ø8-100

Ø8-200

2

S2

12

Ø8-100

Ø8-150

Ø8-200

%

S%

12

Ø8-100

Ø8-200

Ø8-200

3N'3L L-N*'+N P-L+' > &++7 1$1 &asal 105?

00 50 t Baan F +eto" : , 250 ---- sEbk  250 U 50 ---- a  s *;la"ga" : 2$00 sa;  450 450 imensi PlatF +e"ta"g &lat > lo ?  00 #m *ebal !lat > . ?  10 # m Penlangan PlatF D)amete t;la"ga"  Jaak t;la"ga" 

> beba" mat) tebag) ata !e m2? > beba" .)d;! tebag) ata !e m2? > beba" mat) @ sebag)a" beba" .)d;! g bes)fat teta! !e m2? > beba beba" " .)d; .)d;! ! seme seme"t "ta aa a a"g a"g ko"t ko"t)" )"; ; !e !e m2 ?

3e"d;ta"

 

k2



x

=

a 

fe



f



1 1 @ AE/A

> tebal efekt)f?

0% #m 15 # m

Beban ang BekerEa F g  408 kg/m2 !  250 kg/m2 gE  508 kg/m2 !E  250 250 kg/m kg/m2 2

k1 k2

kg/#m2 kg/#m2 kg/# kg/#m2 m2

f  fe gEk1k2@!E g@!

2 > balok !eseg) ? -------- A E /A 

1

05

25Asa;  b.sEbk

0022

208 > bata" bata"g g !olo !olos? s?

salo2 a>1-x) .

1'-0

148% #m L

148% #m L



12$0

f ))" 

lo 250

1200 #m

( 3 

*abel koef)s)e" !lat la"ta) l/l

=t 100 101 102 10 104 105 10% 10 108 10$ 110 111 112 11 114 115 11% 11 118 11$ 120 121 122 12 124 125 12% 12 128 12$ 10 11 12 1 14 15 1% 1 18 1$ 140 141 142 14 144 145 14%

=t 5 1  00 5 1  %0 5 2  20 5 2  80 5   40 5 4  00 5 4  %0 5 5  20 5 5  80 5 %  40 5   00 5   %0 5 8  20 5 8  80 5 $  40 % 0  00 % 0  %0 % 1  20 % 1  80 % 2  40 %   00 %   45 %   $0 % 4  5 % 4  80 % 5  25 % 5  0 % %  15 % %  %0 %   05 %   50 %   $5 % 8  40 % 8  85 % $  0 % $  5  0  20  0  %5  1  10  1  55  2  00  2  0  2  %0  2  $0    20    50    80

=l 5100 5115 510 5145 51%0 515 51$0 5205 5220 525 5250 52%5 5280 52$5 510 525 540 555 50 585 5400 5405 5410 5415 5420 5425 540 545 5440 5445 5450 5455 54%0 54%5 540 545 5480 5485 54$0 54$5 5500 54$5 54$0 5485 5480 545 540

=l 2500 2545 25$0 2%5 2%80 225 20 2815 28%0 2$05 2$50 2$$5 040 085 10 15 220 2%5 10 55 400 440 480 520 5%0 %00 %40 %80 20 %0 800 840 880 $20 $%0 4000 4040 4080 4120 41%0 4200 425 420 405 440 45 4410

2 5 0 0 2 4 8 5 2 4  0 2 4 5 5 2 4 4 0 2 4 2 5 2 4 1 0 2  $ 5 2  8 0 2  % 5 2  5 0 2   5 2  2 0 2  0 5 2 2 $ 0 2 2  5 2 2 % 0 2 2 4 5 2 2  0 2 2 1 5 2 2 0 0 2 1 8 0 2 1 % 0 2 1 4 0 2 1 2 0 2 1 0 0 2 0 8 0 2 0 % 0 2 0 4 0 2 0 2 0 2 0 0 0 1 $ 8 0 1 $ % 0 1 $ 4 0 1 $ 2 0 1 $ 0 0 1 8 8 0 1 8 % 0 1 8 4 0 1 8 2 0 1 8 0 0 1  8 5 1   0 1  5 5 1  4 0 1  2 5 1  1 0

14 148 14$ 150 151 152 15 154 155 15% 15 158 15$ 1%0 1%1 1%2 1% 1%4 1%5 1%% 1% 1%8 1%$ 10 11 12 1 14 15 1% 1 18 1$ 180 181 182 18 184 185 18% 18 188 18$ 1$0 1$1 1$2 1$ 1$4 1$5 1$% 1$

 4  10  4  40  4  0  5  00  5  0  5  %0  5  $0  %  20  %  50  %  80    10    40    0  8  00  8  15  8  0  8  45  8  %0  8  5  8  $0  $  05  $  20  $  5  $  50  $  %5  $  80  $  $5 8 0  10 8 0  25 8 0  40 8 0  55 8 0  0 8 0  85 8 1  00 8 1  05 8 1  10 8 1  15 8 1  20 8 1  25 8 1  0 8 1  5 8 1  40 8 1  45 8 1  50 8 1  55 8 1  %0 8 1  %5 8 1  0 8 1  5 8 1  80 8 1  85

54%5 54%0 5455 5450 5445 5440 545 540 5425 5420 5415 5410 5405 5400 5400 5400 5400 5400 5400 5400 5400 5400 5400 5400 5400 5400 5400 5400 5400 5400 5400 5400 5400 5400 5$5 5$0 585 580 55 50 5%5 5%0 555 550 545 540 55 50 525 520 515

4445 4480 4515 4550 4585 4%20 4%55 4%$0 425 4%0 4$5 480 48%5 4$00 4$20 4$40 4$%0 4$80 5000 5020 5040 50%0 5080 5100 5120 5140 51%0 5180 5200 5220 5240 52%0 5280 500 525 550 55 5400 5425 5450 545 5500 5525 5550 555 5%00 5%25 5%50 5%5 500 525

1 % $ 5 1 % 8 0 1 % % 5 1 % 5 0 1 %  5 1 % 2 0 1 % 0 5 1 5 $ 0 1 5  5 1 5 % 0 1 5 4 5 1 5  0 1 5 1 5 1 5 0 0 1 5 0 0 1 5 0 0 1 5 0 0 1 5 0 0 1 5 0 0 1 5 0 0 1 5 0 0 1 5 0 0 1 5 0 0 1 5 0 0 1 5 0 0 1 5 0 0 1 5 0 0 1 5 0 0 1 5 0 0 1 5 0 0 1 5 0 0 1 5 0 0 1 5 0 0 1 5 0 0 1 5 0 0 1 5 0 0 1 5 0 0 1 5 0 0 1 5 0 0 1 5 0 0 1 5 0 0 1 5 0 0 1 5 0 0 1 5 0 0 1 5 0 0 1 5 0 0 1 5 0 0 1 5 0 0 1 5 0 0 1 5 0 0 1 5 0 0

1$8 1$$ 200 201 202 20 204 205 20% 20 208 20$ 210 211 212 21 214 215 21% 21 218 21$ 220 221 222 22 224 225 22% 22 228 22$ 20 21 22 2 24 25 2% 2 28 2$ 240 241 242 24 244 245 24% 24 248

8 1  $0 8 1  $5 8 2  00 8 2  02 8 2  04 8 2  0% 8 2  08 8 2  10 8 2  12 8 2  14 8 2  1% 8 2  18 8 2  20 8 2  22 8 2  24 8 2  2% 8 2  28 8 2  0 8 2  2 8 2  4 8 2  % 8 2  8 8 2  40 8 2  42 8 2  44 8 2  4% 8 2  48 8 2  50 8 2  52 8 2  54 8 2  5% 8 2  58 8 2  %0 8 2  %2 8 2  %4 8 2  %% 8 2  %8 8 2  0 8 2  2 8 2  4 8 2  % 8 2  8 8 2  80 8 2  82 8 2  84 8 2  8% 8 2  88 8 2  $0 8 2  $2 8 2  $4 8 2 

%$510 505 500 52$% 52$2 5288 5284 5280 52% 522 52%8 52%4 52%0 525% 5252 5248 5244 5240 52% 522 5228 5224 5220 521% 5212 5208 5204 5200 51$% 51$2 5188 5184 5180 51% 512 51%8 51%4 51%0 515% 5152 5148 5144 5140 51% 512 5128 5124 5120 511% 5112 5108

550 55 5800 5808 581% 5824 582 5840 5848 585% 58%4 582 5880 5888 58$% 5$04 5$12 5$20 5$28 5$% 5$44 5$52 5$%0 5$%8 5$% 5$84 5$$2 %000 %008 %01% %024 %02 %040 %048 %05% %0%4 %02 %080 %088 %0$% %104 %112 %120 %128 %1% %144 %152 %1%0 %1%8 %1% %184

1 5 0 0 1 5 0 0 1 5 0 0 1 4 $ 8 1 4 $ % 1 4 $ 4 1 4 $ 2 1 4 $ 0 1 4 8 8 1 4 8 % 1 4 8 4 1 4 8 2 1 4 8 0 1 4  8 1 4  % 1 4  4 1 4  2 1 4  0 1 4 % 8 1 4 % % 1 4 % 4 1 4 % 2 1 4 % 0 1 4 5 8 1 4 5 % 1 4 5 4 1 4 5 2 1 4 5 0 1 4 4 8 1 4 4 % 1 4 4 4 1 4 4 2 1 4 4 0 1 4  8 1 4  % 1 4  4 1 4  2 1 4  0 1 4 2 8 1 4 2 % 1 4 2 4 1 4 2 2 1 4 2 0 1 4 1 8 1 4 1 % 1 4 1 4 1 4 1 2 1 4 1 0 1 4 0 8 1 4 0 % 1 4 0 4

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P--N+N++N )N)NG '*'*+L ata Peren.anaan F &a"a"g > + ?  t eb a l > . ?  f#E  f 

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mm m m mm mm M!a M!a

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F; 

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Se"gka"g ---------


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125 mm

c:\qpro4\b-kurita

TABEL PERHITUNGAN GESER & TORSI BALOK ======== = ========= = ========== = ===== = =

GRAVITY STATIC LOAD : 1.5 SEISMIC LOADING : 1.05 : 1.05

MUTU BAJA : U24 MUTU BETON: K175

SIGMAAU* = 2 2080 SIGMABK = 175

= ======== | BEAM | NUMBER | = ======== | | 33 | 24 | 108 = ========

========== = ===== = ====== TORQUE | MA M AT. PROPERTY | ----- - -----(kgcm) | b( b(cm) | ht ht(cm) ========== = ===== = ====== | | 0.00 | 30 | 50 0.00 | 30 | 80 150000.00 | 30 | 50 ========== = ===== = ======

= | | | = | | | | =

========= = SHEAR | | (kg) | ========= = | 10462.00 | 23300.00 | 8500.00 | ========= =

kg/cm2 kg/cm2 = | | | = | | | | =

====== Tbu kg kg/cm2 ====== 8.61 11.51 7.00 ======

x ( M + H ) x (M+Hr+Ex) x (M+Hr+Ey)

T*bu = T*bmu = T*bu,s= = ===== = | koef. | | | | | = ===== = | | | 4.23 | | 3.83 | | 4.23 | = ===== =

12.0 30.0 13.0 ======= Tbu' kg/cm2 ======= 0.00 0.00 14.09 =======

k k k = | | | = | | | | =

] ] ]

/cm2 /cm2 /cm2 ======= = ====== Tbsum | Tbu'' | kg/cm2 | kg/cm2 ======= = ====== | 8.61 | 0.00 11.51 | 0.00 21.09 | 4.73 ======= = ======

CHOOSE THE MAXIMUM RESULT

= | | | = | | | | =

====== = Ts | | kg/cm2 | ====== = | 8.61 | 11.51 | 11.73 | ====== =

===== = ====== ST S TRIRRUPS ----- - -----d(mm) | as(cm) ===== = ====== | 10 | 12.6 12 | 13.6 10 | 15.0 ===== = ======

= | | | = | | | | =

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1 0 0 005$ 00050 0010 0005$

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4

804

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4

804

eterangan F m = @4 / 0%"5%@.8 n = / %b%>2

Peren.anaan Penlangan Lentr Balok +alok : +0 >eleme" "o 4  5? +a"g;"a" : M;lt) M;lt) &;!ose ata Peren.anaan F f  400 M&a f#  21 M&a d#  4 #m Letak  kg m

> sel)m;t beto" ? b  .m .m

> .m

m

n

perl

min

ma:

pakai +s perl Penlangan .m2 >ia ( mm  Emla

+s a>a .m2

*;m!;a" k))

-

125$00

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542 2241

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$8

1%

4

804

eterangan F m = @4 / 0%"5%@.8 n = / %b%>2 perl = 1/m M 1 ?  1? ( 2%m%n / @4 OK 0%5  min = 1%$/ @4 ma: = 0%5 b = 0%5  0%"5% %@.8/ @4 (#00/(#00Q@4 +s perl =

b%>

 >iperole >ari asil 9 kombinasi pembebanan 4ang paling besar nilain4a%

P-A)'*NG+N G-- B+L3 t Baan F Beton F BaEa F

15 M!a 240 M!a

*;l ;tama : Se"gk Se"gka"g a"g No

1 mm mm 8 mm

imensi Balok B ( .m  A ( .m 

 .m

Jmla kaki

Earak mm

<. kg

1 2  4

1 1 1 1

5 5 5 5

0  55 0  55 0  55 0  55

2 2 2 2

5 1 00 1 50 2 00

25 % 4 25% 4 25% 4 25% 4

$8 2   % 4$11 % 84

4  2 5 $ 58 4 4 85   48

5 %

1 1

40 40

5  55 5 55

2 2

5 1 00

2$ 8  2$8 

1141 85 

8 % 48 % $ 4

P-A)'*NG+N G-- B+L3 t Baan F Beton F BaEa F

15 M!a 240 M!a

*;l ;tama : Se"gk Se"gka"g a"g No

1 mm mm 8 mm

imensi Balok B ( .m  A ( .m 

 .m

Jmla kaki

Earak mm

<. kg

1 2  4

1 1 1 1

5 5 5 5

0  55 0  55 0  55 0  55

2 2 2 2

5 1 00 1 50 2 00

25 % 4 25% 4 25% 4 25% 4

$8 2   % 4$11 % 84

4  2 5 $ 58 4 4 85   48

5 %  8

1 1 1 1

40 40 40 40

5  55 5  55 5  55 5  55

2 2 2 2

5 1 00 1 50 2 00

2$ 8  2$8  2$8  2$8 

1141 85  5 15 42 8%

8 % 48 % $ 4 5 2 1$ 4  %2

$ 10 11 12

1 1 1 1

45 45 45 45

40  55 4 0 5 5 4 0 5 5 4 0 5 5

2 2 2 2

5 100 150 200

4 0  4 0  4 0  4 0 

1 0 8 $  $ % 51 $ 4 88 $

$ 8 %5 $ 0 $ 5$ 5  4$  5

1 14 15 1%

1 1 1 1

50 50 50 50

4 5 5 5 4 5 5 5 4 5 5 5 4 5 5 5

2 2 2 2

5 100 150 200

82 2 8 2 2 8 2 2 8 2 2

1 4 %4 % 1 0$84  2  5 4$ 2

11081 8 88 4 %% 8  55 8 $

1 18 1$ 20

1 1 1 1

55 55 55 55

5 0 5 5 5 0 5 5 5 0 5 5 5 0 5 5

2 2 2 2

5 100 150 200

424 2 42 4 2 42 4 2 42 4 2

1 % 25 4 1 21$0 8 12  % 0$ 5

1 2 2$  $ 85 $ 4 2 1 %2 0 2

21 22 2 24

1 1 1 1

%0 %0 %0 %0

5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5

2 2 2 2

5 100 150 200

4%% 1 4% % 1 4% % 1 4% % 1

1  8% 1 1 $% 8 $ 1 % %$ 8

1  51 4 10 8  4 81 5 5 %8 1 %

'+B-L P-N*L+NG+N P-N*L+NG+N B+L3 L33C , od ode

U, U( U(A N 3eba > + ? *)"gg) > 6 ? > mm ? > mm ?

G +1

 00

500

G +2

2 00

500

G +

 00

500

&' NU NU3A NG NGA N U*A MA MA *U3A NG NGAN &' NU NU3A NG NGA N S 'N 'NG, AN ANG *UM&UAN 3A&ANGAN *UM&UAN SAM&7NG *UM&UAN 3A&ANGAN *UM&UAN  ------ - T12  2 ------ - T12 2  ------ - T12  2

 ------ - T12  2 ------ - T12 2  ------ - T12 5 2

 ------ - T12  2 ------ - T12 2  ------ - T12  2

---------- - T12 T12

---------- - T12 T12

---------- - T12 T12

-

D)a 8-100

D)a 8-150

D)a 8-100

-

D)a 8-100

D)a 8-150

D)a 8-100

-

D)a 8-100

D)a 8-100

D)a 8-100

=atata"

'+B-L P-N*L+NG+N B+L3

, od ode

U, U( U(A N 3eba > + ? *)"gg) > 6 ? > mm ? > mm ?

&' NU NU3A NG NGA N U*A MA MA *U3A NG NGAN &' NU NU3A NG NGA N S 'N 'NG, AN ANG *UM&UAN 3A&ANGAN *UM&UAN SAM&7NG *UM&UAN 3A&ANGAN *UM&UAN

+10

------ - D1%

------ - D1%

------ - D1%

-

D)a 10-



D)a 10-



D)a 10-



+11

------ - D1%

------ - D1%

------ - D1%

-

D)a 10-



D)a 10-



D)a 10-



+18

------ - D1%

------ - D1%

------ - D1%

-

D)a 10-



D)a 10-



D)a 10-



=atata"

+18

------ - D1%

------ - D1%

------ - D1%

-

D)a 10-



D)a 10-



D)a 10-



P-A)'*NG+N G3*N B-+ GB 1 ata Baan F @.8 = @4 =

21 M!a 400 M!a

*kran Penampang B = A = > =

+eba" &elat



F

0 #m $0 #m 88 #m +s &lat > t20 #m ? : 9)")s.)"g : > D3?

480 kg/m2 100 kg/m2 580 kg/m2

3)e 3oad >33?

2000 kg/m kg/m2 2

;: > 12D3@1%33? :

8$% kg/m2

&lat 2 aa. --------- l;as !lat a"g mas;k sloof >b ? 

15 m

P-A)'*NG+N G3*N B-+ GB 1 ata Baan F @.8 = @4 =

21 M!a 400 M!a

*kran Penampang B = A = > =

+eba" &elat

F

0 #m $0 #m 88 #m



+s &lat > t20 #m ? : 9)")s.)"g : > D3?

480 kg/m2 100 kg/m2 580 kg/m2

3)e 3oad >33?

2000 kg/m kg/m2 2

;: > 12D3@1%33? :

8$% kg/m2

&lat 2 aa. --------- l;as !lat a"g mas;k sloof >b ?  ; !lat ; sloof  d)"d)"g ; tot Mome" Sloof 

min = 

M; M;

 

    1/10; tot3 2 14552

%$14/f 0005

n = 0802 m = 22408

%$1/m>1-F>1-2m("/f?  0002002 pakai = +s perl =

As !aka)---

0005 $2 24 4 #m2 d)a  ;mla.  As ada 

1% mm 5 mm 10048 #m2

15 m %818 % 1500 $0$5%

kg kg/mE kg/mE kg k g/mE kg/mE

P-A)'*NG+N '*L+NG+N G-- 3L3 +% '*P*+N t Baan F

f#E  f 

21 M!a 400 M!a



imensi kolom F

+ 6 d Ag 

4 00 5 00 4 52 200000

mm mm mm mm2

1/2 b  1/2. 

Aasil +nalisa F

F;  12 0 kN N;  20 0 kN Peritngan 'langan Geser olom F

F# 

>1@N >1@N;/ ;/14A 14Ag? g?  1/%Ff#E+d  1/%Ff#E+d  F#  F# 

>1@N;/14Ag?>1/%Ff#Ebd

101 10142 4285 8514 14 1808828 N 1  8 0 $ kN 14$51 N 1 4  $ 5 kN

F# !aka)   Fs  Fs  Fs 

05 F # $8 kN F;/f -F# 1 20 0% 12%02 kN kN

-

  $ 8

Fs  A  f  d S Se"gka"g ---------

J;mla. kak) : f se"gka"g : A :  perl = A  f  d  Fs

ontrol  ma: S ma1  1/2 + ata; 6 S ma2  10db t;l  S ma   eingga  pakai

200 mm 1%0 mm mm 200 mm =

2 10 15 225%2$

b. mm mm2 mm

> a"g teke#)l?

200 mm

2 00 250

P-A)'*NG+N '*L+NG+N G-- 3L3 B% L+P+NG+N t Baan F

f#E  f 

21 M!a 400 M!a



imensi kolom F

+ 6 d Ag 

4 00 5 00 4 52 200000

mm mm mm mm2

1/2 b  1/2. 

Aasil +nalisa F

F;  12 0 kN N;  20 0 kN Peritngan 'langan Geser olom F

F# 

>1@N >1@N;/ ;/14A 14Ag? g?  1/%Ff#E+d  1/%Ff#E+d  F#  F# 

>1@N;/14Ag?>1/%Ff#Ebd

101 10142 4285 8514 14 1808828 N 1  8 0 $ kN 14$51 N 1 4  $ 5 kN

Fs  Fs  Fs 

F;/f -F# 1 20 0% 5205 kN

-

1 4  $5

Fs  A  f  d S Se"gka"g ---------

J;mla. kak) : f se"gka"g : A :  perl = A  f  d  Fs

ontrol  ma: S ma1  1/2 + ata; 6 S ma2  10db t;l  S ma   eingga  pakai

200 mm 1%0 mm mm 200 mm =

2 10 15 5$5%!

b. mm mm2 mm

> a"g teke#)l?

200 mm

2 00 250

'+B-L -+) G++ 3L3  tembok :  sloof : olmn

=1 =1 =1

200 kg/m2 42 kg kg/m +:is 3tpt +P kg

A1 A2 94

L m

800 1$000 400

A m

45 45 45

P in>ing kg

2 4 2

%840 %%%0 %480

L m

45 45 45

P loo@ kg

2052 1$44 1$44

P-A)'*NG+N '*L+NG+N L-N'* 3L3 +'+ +'+ P--N+N++N P--N +N++N F t Baan F f  4 00 f#E  21 imensi Balok F +  % 00 6  % 00 d  5 4$ 'langan F *;l Utama  22 Se"gka"g  10 As  $$4 Aasil +nalisa F

M;  N; 

M! M !a M!a mm mm

mm mm m m mm2

1500 kN kN 1500 kN kN

Peritngan 'langan Lentr olom F

Jmla kg

15$2 2%04 8824

;all 1pile !0,L=!0 kg

0000 0000 0000

P-A)'*NG+N '*L+NG+N L-N'* 3L3 +'+ +'+ P--N+N++N P--N +N++N F t Baan F f  4 00 f#E  21 imensi Balok F +  % 00 6  % 00 d  5 4$ 'langan F *;l Utama  22 Se"gka"g  10 As  $$4 Aasil +nalisa F

M;  N; 

M! M !a M!a mm mm

mm mm mm mm2

1500 kN kN 1500 kN kN

Peritngan 'langan Lentr olom F

&ee"#a"aa" kolom d)lak;ka" de"ga" d)agam 7"teaks) M-N

!oe#t :Sl)!)mas-&oe#t lo#at)o" :Jakata - 7"do"es)a off)#e aea a:is 1 store4 L*+ ; +') ; A)*P +9 +29 &6

20% 20% 20%

5%0 5%0 5%0

800 800 800

a:is 2 store4 L*+ ; +') ; A)*P

+9 +29 &6

4 4 4

5%0 5%0 5%0

L1

800 800 800

)N%1

55 55 55

L1

%00 %00 %00

)N%1

0 0 0

%00 %00 %00

L2

)N%2

45 45 45

L2

1100 1100 1100

)N%2

8 8 8

1100 1100 1100

A 3L

; 3L

4 4 5

A 3L

L B+L

1$40 1$40 %00

; 3L

4 4 5

15 15 15

L B+L

1$40 1$40 %00

12 12 12

; B+L

00 00 00

; B+L

00 00 00

; L' ? i

4488 4488 4$$8%

; L' ? i

554$% 554$% %$2

; *

1$541 $4%2 4$$84

; *

1884 122888 %$2

) 3L3

41 281 204

) 3L3

8% 20 2

ProEe.t ProEe.t F akra akra esi>e esi>en.e n.e ? 4anm 4anmar ar

+% 3L*N +R)+L L3+ +rea l4 + (m ( m2 

l: ( m 

Loa> tore4

%L% ( kg/m2 

L%L% ( kg/m2 

N ( kg 

o>e

Cloor

$"

%

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tore4

%L% ( kg/m2 

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es.ription

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45   1%  5

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52 00 00

O,


+% 3L*N +R)+L L3+ +rea l4 + (m ( m2 

l: ( m 

Loa> tore4

%L% ( kg/m2 

L%L% ( kg/m2 

N ( kg 

o>e

Cloor

$"

%

 2

% 5 5

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$ 50

2 50

82%58

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$ 50

2 50

1%551%

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ba s e

 2

% 5 5

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

$ 50

2 50

5$%0%

B% 3L*N +R)+L L3+ +P+)' N  N allo o>e ( kg  ( kgm  ( kg 

es.ription

$"

8 2 % 5 8

2 $0 0

1 0 0 0 0

O,

$5

1% 5 5 1  %

$ %00

14 00 00

"o t O ,

5

5 $  %0  %

1 500

%0 00 00

O,

P-A)'*NG+N G-- 3L3 M;t; +eto" M;t; *;la"ga"

'4pe

: :

imensi olom B ( .m  A ( .m 

25 M!a 240 M! M !a

sengkang mm

Emla ( kaki 

Earak ( mm 

<. kg

1

50

50

12



1 00

8254

%44 2588

2

50

50

12

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8254

%44 2588



50

%0

12

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$511$

45$0 24$11

4

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$$05

%44 282$2$

5

40

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1$50 14$%88

%

40

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%2%0

251% 188%1$5

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%0

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45%0

0%022 2121488

8

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12

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410

1412 10488$

$

20

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12

2

1 00

102

251% 1%$88%

10

50

20

12



100

2%5$

148 $%%8182

11

20

40

12

2

100

2455%

1$50 1254

12

40

20

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100

2212

88$85 %%%%24

'abel *kran olom ,ode 3t  1 3t 2 3t  3t 4 ,olom =1 500  500 500  500 450  450 450  450 =2 =15

3t 5

3t %

3t 

-

-

-

500  500 500  500 450  450 450  450 400  400 400  400 -

-

-

-

-

-

%00  200 %00  200

P-N*L+NG+N P)L- +P

t4pe



@4

@.8

b

>

+s re7ire>

+s min

spa.ing

+s >esign

a

 .ap



kgm

kg/#m2

kg/#m2

#m

#m

#m2

#m2

mm

mm

#m2

#m

kgm

kgm

&1

0

4000

210

0

50

000

%  0

1%

200

 0 

225

125

0

ok

&1a

0

4000

210

0

50

000

%  0

1%

200

 0 

2 2 5

125

0

ok

&

212

4000

210

1%0

0

$ $ %

201%

1%

150

2 1 4 4

 00

528%0

212

ok

al.l al.lat ation ion seet seet F

Con> Con>at ation ion Pile Pile

ample F +;)ld)"g : Stat)o" A &)le &)le #a! #a! : &4a &4a > a)s a)s =I? =I? ea.tion Cor.e F ata F 9  9  9C  M  MC 

1500 5000 0500 2000 500

+% +R)+L L3+ 9C  (/= #ol;m"  &)le#a!  F total 

kg kg kg kgm kgm

0500 54%0 4% 11%

kg kg kg kg kg

M M  ma S 2

 2000 kgm  500 kgm  1585 m  > 4H15852? 10048 2

al.l al.lat ation ion seet seet F

Con> Con>at ation ion Pile Pile

ample F +;)ld)"g : Stat)o" A &)le &)le #a! #a! : &4a &4a > a)s a)s =I? =I? ea.tion Cor.e F ata F 9  9  9C  M  MC 

1500 5000 0500 2000 500

+% +R)+L L3+ 9C  (/= #ol;m"  &)le#a! 

F total



kg kg kg kgm kgm

0500 54%0 4% 11%

kg kg kg kg kg

M M  ma S 2

 2000 kgm  500 kgm  1585 m  > 4H15852? = 10048 m2  ma  1 m  >412? S 2 = 4 m2

& all  F/" @ Mma/ S2@Mma/S2 ase ) F

& all

 11%/4@20001585/100 11%/4@2000 1585/10048@5001/4 48@5001/4  28 284 4 @ 425 425$05 $05 @ 185  8$%805 kgm L +ea)"g =a!a#)t &)le  $510 kg >ok?

ase )) F

& all

 11%/4-20001585/10 11%/4-20001585/10048-5001/4 048-5001/4  28 284 4 - 425$05 425$05 - 185  2%%$$$5 kgm L +ea)"g =a!a#)t &)le  $510 kg > ok ?

B% L+'-+L L3+

9 allo lloab able le 

220 200 0 kg

9)



9/"

 1500/4  5 kg L 9 all 2200 kg > ok ?

9)



9/"

 5000/4  1250 kg L 9 all 2200 kg > ok ?

.e .ee e :

9 9 9) 9) "

> 3a 3ate tea all 3oa oad d =a!a =a!a#) #)t t  220 200 0 kg ?fo ?fo late ateal al d)s!l )s!la a#em #eme"t ma  1/4 /4

 3ate 3atea all 3oad 3oad -d) -d)e e#t #t)o )o" "  3ateal 3oad -d)e#t)o"  3ateal 3oad ea#. !)le -d)e#t)o"  3ateal 3oad ea#. !)le -d)e#t)o"  ";mbe of !)le

% P)L- 3-N' -+')3N

M  9a#to#D2 Data :

#;

 

#

 

6o D e 3

   

001 kg/#m2 kg/#m2 100 kg kg/m2 05#; 50 kg/m2 1250 04 0 24

kg m m m

e/3  0 m 6o/#D  1250/5004  %25

M

 150#D2  1505004 2  1200 kg kgm

M;

 151200 kgm 1800 kgm

> 3ateal load ma ea#. !)le ? > D)amete of !)le ? > le"gt. of !)le ?

------------

fom ata#.ed table M/#D 2  150

L &)le Mome"t =a!a#)t  10%00 kgm

> ok ?

'inggi . mm

0%458 5$2415

104%

5105%4 44$0

5105%4

0%458 5$2415

104%

5105%4 44$0

5105%4

0%458 5$2415

$000

4000

250

2$

21101850

104%

S1

1412200

%5%200 %4152$00000

$000

4000

250

2$

21101850

S1

1412200

%5%200 %4152$00000

$000

4000

250

2$

21101850



@8. Mpa

5105%4

%5%200 %4152$00000

a 'l  pakai ia Jarak Newton mm mm mm

'ebal . mm

5105%4 44$0

1412200

 ma: ! 500 mm mm

PanEang l mm

<. Newton

S1

l/5 mm

 Newt Newton on mm

<. Newton

P Newt Newton on

 min

< Newt Newton on

Pn Newton

'4pe

(/<?l/2 mm

ok "ot  min S   min l/! mm

<.1 Newton

 ma: ! 500 mm mm

<.2 Newton

'l  pakai ia Jarak mm mm



 min S 

00025

1800

50

500

12

200

1$044$8

00045

ok

000458

000

50

500

1%

150 0 001018

ok

00025

1800

50

500

12

200

1$044$8

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0

000458

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150 0 001018

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1800

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500

12

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1$044$8

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V('9W

000458

000

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500

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150 0 001018

V('9W

 min l/5 mm

ok "ot

 ma: ! 500 mm mm

a 'l  pakai ia Jarak Newton mm mm mm



ok "ot  min S   min l/! mm

 ma: ! 500 mm mm

'l  pakai ia Jarak mm mm



 min S 

00025

1800

50

500

12

200

1$044$8

00045

ok

000458

000

50

500

1%

150 0 001018

ok

00025

1800

50

500

12

200

1$044$8

00045

0

000458

000

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150 0 001018

0

00025

1800

50

500

12

200

1$044$8

00045

V('9W

000458

000

50

500

1%

150 0 001018

V('9W

ok "ot

P3-

F A3D33 G-)

P-A)'*NG+N 3-N N3)N+L P)L- +P '4pe P)L-+P B3- P)L- 2 P $0 T !5 '3N

40 to" 0% m % tm

G+ G++ -+) B3-P)LF J++ + 3L3?+ B3- P)L-F 3-N *L')+'*L')+'- G '-J+) F


400 18% 1% 1

M!a M!a mm mm

8 As 4 As E

#oe b . d : :

: : : :

50 800 00 %18

1%0%8 8084

mm2 mm2

mm mm mm mm

dE

: 1 1

mm

P3-

F A3D33 G-)

P-A)'*NG+N 3-N N3)N+L P)L- +P '4pe P)L-+P B3- P)L- 2 P $0 T !5 '3N

40 to" 0% m % tm

G+ G++ -+) B3-P)LF J++ + 3L3?+ B3- P)L-F 3-N *L')+'*L')+'- G '-J+) F


* =s =# a

   

M"



400 18% 1% 1

M!a M!a mm mm

8 As 4 As E

%402 0882 12%48 2%42%%84$

#oe b . d : :

: : : :

50 800 00 %18

1%0%8 8084

mm2 mm2

mm mm mm mm

dE

: 1 1

mm

N N a mm

1052%$ Nmm 108 kgm

leb). besa da) M ;lt)mate



%000 kgm

D7&A,A7 *U3 U*AMA D1% - 100 MM

'4pe P)L-+P B3- P)L- ! P $0 T $0 '3N G+ G++ -+) B3-P)LF J++ + 3L3?+ B3- P)L-F 3-N *L')+'*L')+'- G '-J+) F


* =s =# a

   

M"



400 18% 1% 1

M!a M!a mm mm

8 As 4 As E

%402 0882 12%48 2%42%%84$

42 25 5 to to" " 0% m 82 25 5 tm #oe b . d

: :

: : : :

%0 800 50 %58

1%0%8 8084

mm2 mm2

mm mm mm mm

dE

: 81 81

N N a mm

$0$8% Nmm $1 kgm

D7&A,A7 *U3 U*AMA D1% - 100 MM




8250 kgm

mm

'4pe P)L-+P B3- P)L- 1 BP8 T !5 '3N G+ G++ -+) B3-P)LF J++ + 3L3?+ B3- P)L-F 3-N *L')+'*L')+'- G '-J+) F


* =s =# a

   

M"



400 18% 1% 1

M!a M!a mm mm

10 As 4 As E

80840 0882 12%48 $1%2

42 25 5 to to" " 0 m 44% 44%25 25 tm #oe b . d

: :

> aak e)st)"g ?

: : : :

%0 800 00 %08

200$% 8084

mm2 mm2

mm mm mm mm

dE

: 81 81

N N a mm

454028$8 Nmm 4540 kgm

D7&A,A7 *U3 U*AMA D1% - 5 MM




44%25 kgm

mm

3N'3L P-N*L+NG+N P)L- +P -R)')NG

ata Pile.ap e:isting F

3)e 3oad 3t1  %00 kg/2 3)e 3)e 3oad 3oad 3t Dasa Dasa  %00 %00 kg/2 kg/2

Beban F

> as;m as;ms) s) l)e l)e load load a"g a"g beke beke a a  50K 50K ?

 aks)al kolom > b lt 2 ? :   beba beba" " !ela !elatt lt 1 : > 80 804 4 5 54 4?   bs !)le #a! : >0511042400?->0511022400?  & total 

2500 1$ 1$$ $ 02% 4505

to" to" to" to" to to"

M  >2252505?->1/8>804?2 >2252505?->1/8>804?22->05>0502 2->05>05022400?0552 2400?0552 M  %552 - 40 - %  15 kgm M;  M;  ("  ("  (" 

1515 15 15  kgm 4%55 kgm M;/fbd2

r m)"  14/f

4%5500/>08500002? 12

r m)"  14/400 r m)"  0005

>me"e"t;ka"?

m  f/>0 f/>085 85f#E f#E?? m  400/ 400/>085 >08518% 18%?? m  25 r  1/m>1-F>1-2m("/f? r  1/25>1-F>1-22512/400? r  00045

As !el;  0005500 000550000 00 As !el;  525 mm2 D)!aka) t;l D1 > as  12mm2--------

*;la"ga" !aka)  525/12

*;la"ga" ada > e)st)"g ?  D1 ,es)m!;la" : -&e";la"ga" !)le#a! e)st)"g k;a"g meme";.) saat

$5

> 4D1?

 d"  S/=1>-1@F1@2=1= S/=1>-1@F1@2=1=A? A? S2  all   d"/ S9 S9



21

+% Pile ata F =13/'9 .ee : 3  3e"gt. of &)le > #m ? 9  =oss se#t)o" Aea > #m2? '  Mod;l;s 'last)#)t >t/#m2? ' steel  'e  2100 t/#m2 ' #o"#ete'b > tabel ?

Gade =o"#ete 'b>t/#m2? ,-100 220 ,-150 2%0 ,-250 00 ,-50 40 ,-450 0 ,-550 $0

Cor on.rete Pile F 9  9b @ m  9# 9b  =os =oss s se#t se#t)o )o" " Aea Aea m  9#/9b 9#  Aea Aea of (e)"fo (e)"fo#e #ed d &)le &)le > )g" )g"oe oedI dI e e sma smallll ? riing a.ine ata F A  (  . > t#m ? (  6amme 6amme e)g.t e)g.t >t? .  amstoke >#m? ': ':52 522 2 .

EFFISIENSI PILE GROUP Daa D;k;"g *)a"g *)a"g  '4pe n ? pile &1 &2 & 12

1 2 12

5 to" (m (m 025 025 025

05 05 05

m

n

/

ar. tg(/

m?1

n ?1

-@@

2 4

1 

0 0 0

184 184 184

1 

0 2

100 0$0 08

-@@ = 1? (ar. tg (/((n?1%2Q(m?1%2/(90%m%n

P iEin ( ton  5 5 4 50

> =o"ese - 3abae e;at)o" ?

eterangan F D : d)me"s) t)a"g S : aak a"ta t)a"g m : ;mla . b a a)s t)t)a" g a a a. -  " : ;mla . b a a)s t)a" g a a a. - 

-CC))-N) P)L- G3*P '4pe

n ? pile

(m

(m

m

n

&2 & &%

2  %

02 02 02

08 08 08

2 

1 2

-@@ = 2(mQn?2 Q $ m%n% % et F D S m "

: d)me"s) t)a"g : aak a"ta t)a"g : ;mla. ba)s t)a"g aa. -  : ;mla. ba)s t)a"g aa. 

-@@

1 1 1

PiEin R -@@ ( ton  50 %2 5100

-CC))-N) P)L- G3*P '4pe

n ? pile

(m

(m

m

n

&2 & &%

2  %

02 02 02

08 08 08

2 

1 2

-@@ = 2(mQn?2 Q $ m%n% % et F D S m "

: d)me"s) t)a"g : aak a"ta t)a"g : ;mla. ba)s t)a"g aa. -  : ;mla. ba)s t)a"g aa. - 

-@@

1 1 1

-CC))-N) P)L- G*P '4pe

n?pile

&2 & &%

2  %

Lr (m

080 1$ 20

Br (m

150 150 150

Las (m2

120 11 45

el (m

4%0 51% %0

7. t/m2

@s%L t/m

55 55 55

258 258 258

;@b ( ton 

11$ 1 1

%$;.b ( ton 

%$ 5 1$8

'aanan iEin blok ( ton 

188 208 $4

taanan iEin tiang tnggal ( ton 

4% %$ 1 8

et F

'ff  *a.a"a" *a.a"a" 7)" +lok / S *a.a"a" 7)" *)a"g *;"ggal *a.a"a" 7)" +lok  B#b @ Bfb B#b

: 3;as  #

Bfb

: ,el)l)"g  3  fs

3N'3L G-- P3N

Permsan 4ang >ipakai ntk kontrol geser pons F <. = ( 1 Q 2/ .%(1/# < @.8 %bo%> tetapi ti>ak lebi >ari F 1/!<@.8%bo%> >imanaF . F rasio sisi panEang tera>ap sisi pen>ek >ari >aera beban terpsat ata reaksi bo F kel kelil ilin ing g / peri perime mete terr pen penam ampa pang ng 4ang 4ang ter> ter>ap apat at tega tegang ngan an gese geserr se sein ingg gga a men menr rt t pasal !%$%11%1%2 N) '15?1991 bole >ianggap terletak pa>a Earak >/2 tera>ap sisi kolom > F tebal e@@ekti@ poer

-@@

10 10 10

3N'3L G-- P3N

Permsan 4ang >ipakai ntk kontrol geser pons F <. = ( 1 Q 2/ .%(1/# < @.8 %bo%> tetapi ti>ak lebi >ari F 1/!<@.8%bo%> >imanaF . F rasio sisi panEang tera>ap sisi pen>ek >ari >aera beban terpsat ata reaksi bo F kel kelil ilin ing g / peri perime mete terr pen penam ampa pang ng 4ang 4ang ter> ter>ap apat at tega tegang ngan an gese geserr se sein ingg gga a men menr rt t pasal !%$%11%1%2 N) '15?1991 bole >ianggap terletak pa>a Earak >/2 tera>ap sisi kolom > F tebal e@@ekti@ poer

ata pile.ap e:isting F b . d f#E 

50 0 40 0 0 0 1 8 %

mm mm mm M!a

> m;t; !e"ge#oa" lama ,225 ?

bo  2$0@2 2$0@225 250@4 0@40 00 0 bo  2480 mm mm b#  250/$0 b#  0%4

F#1  > 1@2/0%4?>1/ 1@2/0%4?>1/%F18% %F18%?2480 ?248000 00 F#1 F#1  220 2205 5$8 $8 kN F#2  1/F18%248 1/F18%248000 000 F#2  10%$5% kN > me"e"t;k me"e"t;ka" a" ? fF#  0%10%$5% fF#  %41 kN  %41 to"  F;% to"

,o"tol Gese &o"s > ok ?

'4pe

&2

@.8 ( pa 

21

>imensi kolom + ( mm  B ( mm 

$ 0

keteranganF F ( 1 Q 2/ .%(1/# < @.8 %bo%> <.1 <.2 F 1/!<@.8%bo%>

2 50

> ( mm 

.

50 0 0%4102%

bo ( .m 

2 % 80

<.1 kN

1  1

<.2 kN

8% 0

<. kN

8% 0

< kN

20 0

ok "ot

<.  <

ok

3N'3L G-- P3N ( blk?>  Permsan 4ang >ipakai ntk kontrol geser pons F <. = ( 1 Q 2/ .%(1/# < @.8 %bo%> tetapi ti>ak lebi >ari F 1/!<@.8%bo%> >imanaF . F rasio sisi panEang tera>ap sisi pen>ek >ari >aera beban terpsat ata reaksi bo F keli kelili ling ng / per perim imet eter er pen penam ampa pang ng 4ang 4ang ter> ter>ap apat at teg tegan anga gan n ges geser er se sein ingg gga a men menr rtt pasal !%$%11%1%2 N) '15?1991 bole >ianggap terletak pa>a Earak >/2 tera>ap sisi kolom > F tebal e@@ekti@ poer

'4pe

@.8 ( pa 

>imensi kolom + ( mm  B ( mm 

> ( mm 

.

bo ( .m 

<.1 kN

<.2 kN

<. kN

&2

25

 0

 0

4$2

1

4 4 8

25 4 5

1 %$ %

1%

%$&

20

 0

 0

4$2

1

24 % 4

1% 2 %

1 08 4

10 84

&4

20

 0

 0

5$2

1

2% % 4

211%

1411

1411

keteranganF F ( 1 Q 2/ .%(1/# < @.8 %bo%> <.1 <.2 F 1/!<@.8%bo%>

ok "ot

< kN

<.  <

%1

ok

811$

ok

8%8%

ok

PERHITUNGAN DAYA DUKUNG TIANG TIA NG PANCANG

Proyek : KANIL !II D"P Day Daya dukun ukung g ijin ijin 1 tian tiang g =

Loka)i

Ty#e #oer

/ A.i) 0

375 37500

kg

$u%la& *ia'+

ukura' *ia'+

$arak !,

$arak !-

$arak Y,

$arak Y-

$arak *er$au&

$arak *er$au&

P *o*al

M.

My

P , Tia'+

#a'1a'+

#a'1a'+

/%0

/%0

/%0

/%0

!

Y

/k+0

/k+%0

/k+%0

/k+0

E((i)ie')i Pile Gru#

P I$i' , *ia'+

Ke*

k+

A,4

P2

2.0

0.250

0. 0 .000

0. 0 .000

0.375

0.375

0.000

0.375

51292.4

296.0

0.0

26 2 6040.9

0.9

33750

ok

B,4

P3

3.0

0.250

0.375

0.375

0.200

0. 0.450

0.375

0.450

81024.6

114.0

106.0

27331.1

0.85

31875

ok

,1!

P1

1.0

0.250

0. 0.300

0. 0.300

0. 0 .300

0.300

0.300

0.300

6359.7

172.0

67.0

6558.9

1

37500

ok

B-+)NG +P+)' 3C P)L- P3N+')3N +L*L+')3N oil ata F

D'&*6 1 5   10 12 1 145 1%5 18 1$5 21 225 24

BA?1 ( '+')3N + +-+

N-S&* FA3U' 1$ 0 2 1 % 8 18 4 12 11 14 20 50

( mst be taken $0 

B-+)NG +P+)' 3C P)L- P3N+')3N +L*L+')3N oil ata F

BA?1 ( '+')3N + +-+

D'&*6 1 5   10 12 1 145 1%5 18 1$5 21 225 24

N-S&* FA3U' 1$ 0 2 1 % 8 18 4 12 11 14 20 50

( mst be taken $0 

N-S&* aeage 

14

Pile ata F

S) C e 3e"gt.

: :

f 40 24

#m m

> fom e)st)"g go;"d leel?

Bearing apa.it4 al.lation F

B ;lt

 40NbAb @ 02N aeAs

B all

 >40NbAb @ 02N aeAs?/S9

.ee Nb Ab N ae As S9 B all B ;lt

:       

N-S&* al;e at bottom!)le aea of !)le t)! > m2? N-S&* al;e aeage as lo"g !)le ae of !)le s.aft > m2? safet fa#to > t.)s #ase )s take"  ? alloable #a!a#)t of !)le ;lt)mate !)le #a!a#)t

Ab As

 

025140404 025140404  140424 

B ;lt B all

 

> 40400125%?@>021401%?  2854/ 

( e44ero@ Cormla 

0125% m2 01% m2 2854 to" $51 to"

P-A)'*NG+N  ++ **NG P3N+) ( --A3C 

e.tion

Pon>asi

L m

7

0

18

000%5

1%

%$40

0

1104

000

1104

%8

77

0

1$

000%5

1$0

40

0

1104

000

1104

%8

77

0

12

000%5

110

40

0

1104

000

1104

%8

&;lt &;lt

+b m2

+s m2

Nb S$0

0%2N S10

$0%Nb%+b ton

0%2N%+s ton

P lt t on

P all ton

 40Nb 40NbAb Ab @ 0I2NA 0I2NAs s

d)ma"a : Ab  As  Nb  N  & all all  & ;lt ;lt / S9

l;as !e"am!a"g !e"am!a"g dasa t)a"g l;as sel)m;t t)a"g ")la ")la)) N-S& N-S&* * !a !ada da da dasa sa t)a" t)a"g g ")la ")la)) N-S& N-S&* * ata ata2 2 se! e!a" a"a a"g "g t)a"g )a"g > d)am d)amb) b)ll S9   ?

Dalam !e.)t;"ga" daa d;k;"g )") lekata" d)aba)ka" Se#t)o Se#t)o" "1: Se#t Se#t)o )o" "2: Se#t Se#t)o )o" ":

M;lt)! M;lt)!;! ;!ose oseIOf IOff)# f)#eI= eI=a"t a"tee"I ee"I=la =lass ssoom oom &oe &oe .o .o;s ;seI eIG; G;es estt 6o 6o;s ;seI eIGM GM .o; .o;se se A!a A!atm tme"t e"tII *a *a)" )"ee ee Do Dom) m)to to 

+3,G-$1 PERHITUNGAN GAYA PONDASI " #A$%&&$ ' ()*+A 

Daya dukung 1 tiang = Ty Ty#e $u%la& A.i) #oer *ia'+ #a'1a'+

38000 kg ukura' $arak *ia'+ !, #a'1a'+ /%0

" B&BA$ /A%A*  $arak $arak $arak !Y, Y/%0 /%0 /%0

$arak *er$au&

$arak *er$au&

P2

P 3i'3i'+

P *o*al

M.

My

P , TIANG

!

Y

/k+0

/k+0

/k+0

/k+%0

/k+%0

/k+0

A-10

P1

1.0

0.300

0.000

0.000

0.000

0.000

0.000

0.000

15691.0

5000.0

20691.0

0.0

0.0

20691.0

B-10

P2

2.0

0.300

0.000

0.000

0.450

0.000

0.000

0.450

26543.0

0.0

26543.0

23.0

191.0

13483.7

+-10

P1

1.0

0.300

0.000

0.000

0.000

0.000

0.000

0.000

9674.0

5000.0

14674.0

0.0

0.0

14674.0



" B&BA$ /&(PA  $arak $arak !Y, /%0 /%0

$arak Y/%0

$arak *er$au& !

$arak *er$au& Y

P2 /k+0

P 3i'3i'+ /k+0

P *o*al /k+0

M. /k+%0

P , TIANG /k+0

My /k+%0

A-10

P1

1.0

0.300

0.000

0.000

0.000

0.000

0.000

0.000

16505.0

5000.0

21505.0

0.0

0.0

21505.0

B-10

P2

2.0

0.300

0.000

0.000

0.450

0.000

0.000

0.450

27000.0

0.0

27000.0

2299.0

5378.0

19475.6

+-10

P1

1.0

0.300

0.000

0.000

0.000

0.000

0.000

0.000

7295.0

5000.0

12295.0

0.0

0.0

12295.0

P

Akia Akia ai outut &ta! !u tauk tauk dinding t !a:a !a:a " outut tai tai 

+3,G-$1 PERHITUNGAN GAYA PONDASI " #A$%&&$ ' ()*+A 



" B&BA$ /A%A*  $arak $arak $arak !Y, Y/%0 /%0 /%0

$arak *er$au&

$arak *er$au&

P2

P 3i'3i'+

P *o*al

M.

My

P , TIANG

!

Y

/k+0

/k+0

/k+0

/k+%0

/k+%0

/k+0

A-10

P1

1.0

0.300

0.000

0.000

0.000

0.000

0.000

0.000

15691.0

5000.0

20691.0

0.0

0.0

20691.0

B-10

P2

2.0

0.300

0.000

0.000

0.450

0.000

0.000

0.450

26543.0

0.0

26543.0

23.0

191.0

13483.7

+-10

P1

1.0

0.300

0.000

0.000

0.000

0.000

0.000

0.000

9674.0

5000.0

14674.0

0.0

0.0

14674.0



" B&BA$ /&(PA  $arak $arak !Y, /%0 /%0

$arak Y/%0

$arak *er$au& !

$arak *er$au& Y

P2 /k+0

P 3i'3i'+ /k+0

P *o*al /k+0

M. /k+%0

P , TIANG /k+0

My /k+%0

A-10

P1

1.0

0.300

0.000

0.000

0.000

0.000

0.000

0.000

16505.0

5000.0

21505.0

0.0

0.0

21505.0

B-10

P2

2.0

0.300

0.000

0.000

0.450

0.000

0.000

0.450

27000.0

0.0

27000.0

2299.0

5378.0

19475.6

+-10

P1

1.0

0.300

0.000

0.000

0.000

0.000

0.000

0.000

7295.0

5000.0

12295.0

0.0

0.0

12295.0

P

Akia Akia ai outut &ta! !u tauk tauk dinding t !a:a !a:a " outut tai tai 

Poyk ; uko Pngaon Pai Bok # GAYA LATERAL TIANG No4

Ty#e #oer

$u%la& *ia'+ #a'1a'+

H / k+ 0

H , *ia'+ / k+ 0

502

P2

2.0

4297.0

2148.5

503

P3

3.0

3910.0

1303.3

51

P3

3.0

4290.0

1430.0

Poyk ; uko Pngaon Pai Bok # GAYA LATERAL TIANG No4

Ty#e #oer

$u%la& *ia'+ #a'1a'+

H / k+ 0

H , *ia'+ / k+ 0

502

P2

2.0

4297.0

2148.5

503

P3

3.0

3910.0

1303.3

51

P3

3.0

4290.0

1430.0

P-A)'*NG+N ++ **NG ')+NG P+N+NG

Off)#e '4pe

n? pile

& &5

fa#to '4pe

 5

n? pile

&2 > te!) ? &2 > te"ga. ? &1

ele#t)# oom '4pe

&2 & &4

P kg

0 0 0 0 $$ 0 0 0

P kg

2 2 1

n? pile

25 0 0 0 180 00 1 0 0 0

P kg

2  4

5 0 0 0 %0 0 0 0  0 0 0

e@@? pile

Pall kg

0$ 0$0

25 0 $ 0 22 0 0 0

e@@? pile

Pall kg

0$5 0  $5 100

115 8 $4  4 1 0 0 0

e@@? pile

Pall kg

0$5 0$ 0$2

18 4 2 1 21 5 0 5 20 $ 2 4

Ben>ing oment o@ Pile =;

BA1 F

 

=

9 ma  D  9/=D 



001 k kg g/#m2 100 kg kg/m2

05  100 kg/#m2  50 kg/m2 1250 kg 04 m %25 fom tabel

e/D



 M/=D2 

140

0 M

140=D2

M

14050042

M M;  M;  M;  1%80 tm L 10% tm > ok ?

1120 kgm 151120 1%80 kgm

Project Buiding Location

: : :

TABEL PERHITUNGAN REAKSI KOLOM & ================================ PRELIMINARY BERDASARKAN TR

= ====== | | Column | code | | ====== | | C100 | | C101 | | C121 | | = ======

= | | | | = | | | | | | | | =

===== = ===== Basement q = 1623 ----- - ----lx | ly ===== = ===== | 6.0 | 8.0 | 6.0 | 10.3 | 8.0 | 10.3 | | ===== = =====

= ======= = | kg/m2 | - ------- | | Pc Pcolumn | = ======= = | | | 77904 | | | | 100301 | | | | 133086 | | | | | = ======= =

===== = ===== PH PH floor q = 1113 ----- - ----lx | ly ===== = ===== | 6.0 | 8.0 | 6.0 | 10.0 | 8.0 | 10.3 | | ===== = =====

= ======= = | kg/m2 | - ------- | | Pc Pcolumn | = ======= | | | | 53424 | | | | 66780 | | | | 91266 | | | | | = ======= =

===== = ===== = Typical fl q = 1263 k ----- - ----- lx | ly | ===== = ===== = | | 6.0 | 8.0 | | | 6.0 | 10.0 | | | 8.0 | 10.3 | | | | | ===== = ===== =

JUMLAH TIANG PANCANG ==================== BUTARY AREA

========= oor /m2 --------Pcolumn =========

= ===== = ========= no no. of | torey | special - ----- | loading | n | | ===== | ========= | | 53904 | 10 | 0 | | 67380 | 10 | 0 | | 92086 | 10 | 0 | | | | ========= = ===== = =========

= | | | | | | | | | | | | | =

============ = ========= = ========= | | | | TOTAL | Piling | Column BF [kg] | | ============ | ========= | ========= | | 670,368.0 | 7.4 | 77.0 | | 840,881.4 | 9.3 | 86.1 | | 1,145,212.0 | 12.7 | 100.6 | | | | ============ = ========= = =========

= | | | | | | | | | | | | | =

================

======== ========= | | Column 1st | Col.3rd | ================ | ========= | 69.7 | 61.4 | 0.0 77.9 | 68.7 | 0.0 91.0 | 80.3 | | ================ ========

= ========= | | | Co Col. 4st | | ========= | | 51.9 | 0.0 | 58.0 | 0.0 | 67.9 | | =

= ========= = | | | | | Co Col. 5st | | | | ========= | | | | 40.2 | | 0.0 | | 45.0 | | 0.0 | | 52.6 | | | | | = =

=

=

&oe#t : &* ASUNAGA 7NDON'S7AI =7,AND' - S'(ANG =l)e"t : ,UMAGA77 ,AD77 JO7N* O&'(A*7ON P-A)'*NG+N + ++ **NG P3N+) '+*

No D)amet D)amete e &a"a"g !e"am! S&* e"d Daa d;k;"g Ab Nb &e"d Sta;ss >m? >m? >m2? > to" ?

S&* ata2

sel)m;t

Daa d;k;"g

Daa d;k;"g

Nag

As >m2?

&sk)"

&;lt)mate > to" ?

Safet Daa D;k;"g

S9

& ))" > to" ?

B3- A3L- B!

1

0



000%5



1$82

%%%%%

282%

%8

255

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2

0

4

000%5

8

22%08



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5252

2882



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1

0



000%5

25

0%5

25

282%

141

848



2"%2#

&oe#t : (;ma. *)"ggal Jala" (affles Gade" +lok *+ $ - 5 safet fa#to e"d bea)"g : safet fa#to f)#t)o" :

 %

P-A)'*NG+N P-A)' *NG+N + ++ **NG P3N+) ')+NG

No d)me"s) &a"a"g ! e" e"am! Ab >m? >m? >m2? ber>asarkan 1 1 025 % 2 025  5 025 10

004$1 004$1 004$1

#

Daa d;k;"g

J6&

o";s > to" ?

1% 22 40

2%1 5$8 %542

00 80 1000

sel)m;t Daa d;k;"g Daa D;k;"g

As >m2?

&sk)"

& ))" > to" ?

085 085 085

$25 4$2 108

%542 850 1$%25

&oe#t : (;ma. *)"ggal Jala" (affles Gade" +lok *+ $ - 5 safet fa#to e"d bea)"g : safet fa#to f)#t)o" :

 %

P-A)'*NG+N P-A)' *NG+N + ++ **NG P3N+) ')+NG

No d)me"s) &a"a"g ! e" e"am! Ab >m? >m? >m2? ber>asarkan 1 1 025 % 2 025  5 025 10

004$1 004$1 004$1

#

Daa d;k;"g

J6&

o";s > to" ?

1% 22 40

2%1 5$8 %542

00 80 1000


As >m2?

&sk)"

& ))" > to" ?

085 085 085

$25 4$2 108

%542 850 1$%25

&(O', : G'DUNG =(7*7=A3  M'D7=A3 ='N*'(I (SUD DO, 77I JA JAA&U(A G'DUNG : +3O, '

P-A)'*NG+N P3N+) &'(U '(UMUSA MUSAN N

:

M'MA M' MA, ,A7 M' M'* *ODA ODA M' M'' '(6 (6O9 O9

9O(MU3 (MU3A A

:

&;lt &; lt

 40Nb 0NbA Ab b @ 0I2 0I2Na Nag g As

&))"  &;lt / S9 d)ma"a : &;lt  Daa D;k;"g +atas &o"das) +oe!)le > to" ? Nb  N)la) N) la) N-S&* !ada eleas) dasa t)a"g Ab  3;as !e"am!a"g dasa dasa t)a"g > m2 ? Nag  N)la) N-S&* ata-ata As  3;as sel)m;t t)a"g > m2 ? N)la) batas ;"t;k Nb  40 da" ")la) batas ;"t;k 0I2 Nag  10 to"/m2 S9  SA9' 9A=*O( 9A=*O( > D7AM+73 4?

P-A)'*NG+N P-A)'*N G+N + ++ **NG P3N+) B3-P)L-

No D)amete &a"a"g !e"am! Ab Nb >m? >m? >m2?

Daa d;k;"g


e"d bea)"g Nag

> to" ?

As >m2?

&sk)"

& ) ) " > to" ?

ber>asarkan boreole 1 F

1

08

%

05024

40

80840

2%8 1502

808%

22115%

40

80840

18 1584

%25$$

21%%10

ber>asarkan boreole 2 F

1

08



05024

0

P-A)'*NG+N ++ **NG ')+NG P+N+NG A+)L +L-N-)NG ( ** A)L-  ata +lat Pan.ang F Je")s : Do! .amme

+eat 6amme : 'ff)s)e"s) 6amme : D)me"s) t)a"g : 3;as t)a"g : ,edalama" t)a"g : koef)s)e" est)t;s) >"? : +eat total t)a"g : 'ff)s)e"s) !;k;la" :

ata 'iang Pan.ang F

(am > #m ? stoke >)"#.?

20 84

0 11811

40 1548

s/blo@#/2 > #m? 01 02 0 04 05 0% 0 08 0$ 1 11 12 1 14 15 1% 1 18 1$ 2 21 22 2 24 25 2% 2 28 2$  1 2  4 5 %  8 $ 4 41 42 4 44 45 4% 4 48 4$ 5

1$ to to" 0% 20  2 0 004 11 05 105% 02

50 1$%85

%0 2%22

#m2 m2 m2 m to"

0 255$

80 14

%$$0 54

1 00 $0

110 40

120 4244

10 51181

> to" ? 84% 41 282 208% 1%%$ 1$1 11$2 104 $2 85 5$ %$5 %42 5$% 55% 522 4$1 4%4 4$ 41 $ $ % 48 4 21 0$ 2$8 288 28 2%$ 2%1 25 245 28 22 22% 220 214 20$ 204 1$$ 1$4 1$0 185 181 18 14 10 1%

> to" ? $180 45$0 0%0 22$5 18% 150 111 1148 1020 $18 85 %5 0% %5% %12 54 540 510 48 45$ 4 41 $$ 8 % 5 40 28 1 0% 2$% 28 28 20 2%2 255 248 242 25 20 224 21$ 21 20$ 204 200 1$5 1$1 18 184

> to" ? 10015 500 8 2504 200 1%%$ 141 1252 111 1001 $10 85 0 15 %%8 %2% 58$ 55% 52 501 4 455 45 41 401 85 1 58 45 4 2 1 0 2$5 28% 28 21 2%4 25 250 244 28 2 228 22 218 21 20$ 204 200

> to" ? 1084$ 5425 %1% 212 210 1808 1550 15% 1205 1085 $8% $04 85 5 2 %8 %8 %0 51 542 51 4$ 42 452 44 41 402 8 4 %2 50 $ 2$ 1$ 10 01 2$ 28% 28 21 2%5 258 252 24 241 2% 21 22% 221 21

)<)NG -)'+N-/ ++ ++ **NG *L')+'*L')+'> )"#.? 00$ 00$ 0118 015 01$ 02% 02% 015 054 0$4 04 042 0512 0551 05$1 0%0 0%%$ 00$ 048 08 082 08%% 0$0% 0$45 0$84 1024 10% 1102 1142 1181 1220 12%0 12$$ 1$ 18 141 145 14$% 155 155 1%14 1%54 1%$ 12 12 1811 1850 18$0 1$2$ 1$%$

> to" ? 1%%$ 85 55% 41 4 28 28 20$ 185 1% 152 1$ 128 11$ 111 104 $8 $ 88 8 $ %  0 % %4 %2 %0 58 5% 54 52 51 4$ 48 4% 45 44 4 42 41 40 $ 8  % % 5 4 

> to" ? 2504 1252 85 %2% 501 41 58 1 28 250 228 20$ 1$ 1$ 1% 15% 14 1$ 12 125 11$ 114 10$ 104 100 $% $ 8$ 8% 8 81 8 % 4 2 0 %8 %% %4 % %1 %0 58 5 5% 54 5 52 51 50

> to" ? 8 1%%$ 111 85 %%8 55% 4 41 1 4 0 28 25 28 22 20$ 1$% 185 1% 1% 15$ 152 145 1$ 14 128 124 11$ 115 111 108 104 101 $8 $5 $ $0 88 8% 8 81 $ 8 % 4  1 0 %8 %

> to" ? 41 208% 1$1 104 85 %$5 5$% 522 4%4 41 $ 48 21 2$8 28 2%1 245 22 220 20$ 1$$ 1$0 181 14 1% 1%0 155 14$ 144 1$ 15 10 12% 12 11$ 11% 11 110 10 104 102 $$ $ $5 $ $1 8$ 8 85 8

> to" ? 500 2504 1%%$ 1252 1001 85 15 %2% 55% 501 455 41 85 58 4 1 2$5 28 2%4 250 28 228 218 20$ 200 1$ 185 1$ 1 1% 1%2 15% 152 14 14 1$ 15 12 128 125 122 11$ 11% 114 111 10$ 10 104 102 100

> to" ? 5842 2$21 1$4 14%0 11%8 $4 85 0 %4$ 584 51 48 44$ 41 8$ %5 44 25 0 2$2 28 2%% 254 24 24 225 21% 20$ 201 1$5 188 18 1 12 1% 1%2 158 154 150 14% 142 1$ 1% 1 10 12 124 122 11$ 11

> to" ? %%% 8 2225 1%%$ 15 111 $54 85 42 %%8 %0 55% 514 4 445 41 $ 1 51 4 18 0 2$0 28 2% 25 24 28 20 22 215 20$ 202 1$% 1$1 185 180 1% 11 1% 1% 15$ 155 152 148 145 142 1$ 1% 14

> to" ? 511 5% 2504 188 1502 1252 10 $$ 85 51 %8 %2% 58 5 501 4%$ 442 41 $5 % 58 41 2 1 00 28$ 28 2%8 25$ 250 242 25 228 221 215 20$ 20 1$8 1$ 188 18 1$ 15 11 1% 1% 1%0 15% 15 150

&'(67*UNGAN G'S'( *7ANG &AN=ANG M;t; +eto" Se"gka"g *;l ;tama De#k)"g d

: : : : :

,250 f8-100 D22 5 mm 24% mm

F;  fF" F;  fF# @ fFs at geser beton F

1 U"t "t;k ;k kom! kom!o" o"e" e" a"g a"g d)be d)beba ba") ") aks) aks)al al teka teka" ":

S,S S, SN7 4 4-1 12 2

F#  >1 @N;/14Ag?>Ff#E/%?bd @N;/14Ag?>Ff#E/%?bd 2 U"t;k kom!o"e" a a"g d) d)beba") aks aks)al ta)k : F#  0

,ae"a N;  0I maka ;"t;k m;t; beto" ,250 : F#  1/%>f#E?bd F#  1/%F210024% F#  5%%5 N  5%% kg Fs  Afd/s Afd/s Fs  20I25p.8.8.240.246/100 Fs  5$5 N  5$5 kg fF"  0I%5%% @ 0I%5$5  %$4 kg

S,SN7 4 4-1 1

a4a >kng pon>asi ber>asrakan alen>ering &) l e &)

 

No Pile 1 2 %1

04 m 1 $$ k g / m

L(m %  5  %  25

P ( ton  2%5 % 215

< 6

 

 ( .m  025 0 2 5 024

5 to" 1 % % # m

 ( .m  25 1  1 2

 ( ton  4 8  2 8 5  %% $   48

P kerEa ( ton  20 24 2

et ok ok ok

G++ G-- ++ & G-- ')NG+' 3O=,'(

+% -'3- '+') '+') -)<+L-N JUM3A6 3AN*A7 &'(7OD' +ANGUNAN ,O'97S7'N G'M&A DASA( 9A,*O( ,'U*AMAAN *7&' S*(U,*U(

    

 S <)  S <)  .) GAA G'S'( DASA(  0$GAA G'S'( DASA(  L+N'+)

')NGG) L+N'+) ( i  m

A* A*A& 3*1

8 4

( +ra ? R  2 08% 005 1 1

242 24205 05 12 1204 040 0 111025 105$225 B-+' L+N'+) ( Di  kg

kg kgm kgm kg kg kg Di : i kg%m

5055 15$150

%00440 %%%00

Ci kg

51 511558 1558 542%5

C mlati@ kg

51 511558 1558 105$2

+% -'3- '+') '+') -)<+L-N ( +ra ?  

JUM3A6 3AN*A7 &'(7OD' +ANGUNAN ,O'97S7'N G'M&A DASA( 9A,*O( ,'U*AMAAN *7&' S*(U,*U(

    

 S <) S <)  .)  GAA G'S'( DASA(  0$GAA G'S'( DASA(  L+N'+)

')NGG) L+N'+) ( i  m

A* A*A& 3*1

8 4

2 0$1 005 1 1 242 24205 05 12 1204 040 0 111025 105$225 B-+' L+N'+) ( Di  kg

5055 15$150

kg kgm kgm kg kg kg Di : i kg%m

%00440 %%%00

Ci kg

51 511558 1558 542%5

C mlati@ kg

51 511558 1558 105$2

)<% P-A)'*NG+N G++ L+'-+L +'+ G-P+ F 7? N)la) ( : ;" ;"t;k aa. U-SI S)stem Ga"da > SG ? ;"t;k aa. +-*I S)stem Ga"da > SG ?

:

1 8 5 85

: :

B-B+N ')NG+' L+N'+) Lantai 'ingkat

Balok (N

8  % 5 4  2 1

2 $  %0 0 2 $  %0 0 2 $  %0 0 2 $  %0 0 2 $  %0 0 2 $  %0 0 2 $  %0 0 2 $  %0 0

Plat (N

e>ksi !0H B Ai>p

2 8 $ 1 0 0   1 % $5 0   1 % $5 0   1 % $5 0   1 % $5 0   1 % $5 0   1 % $5 0   1 % $5 0

omponen
2 8  50 0  0 8 5 0  0 8 5 0  0 8 5 0  0 8 5 0  0 8 5 0  0 8 5 0  0 8 5 0

Jmla (N

20 2 1 88 0 20   2 0 20   2 0 20   2 0 20   2 0 20   2 0 20   2 0 22 $ 8 12 0 Jmla ( D F

8 1 0 % 8 0 $ 0 % % 2 0 $ 0 % % 2 0 $ 0 % % 2 0 $ 0 % % 2 0 $ 0 % % 2 0 $ 0 % % 2 0 $ 2 $ 4 2 0 192"20

D+'* G-'+ G-'+ +L+) ( '  -P)) (;m;s * 'm!))s !aka) Met.od A da) U+= 1$$ se#t)o" 1%022 *)"gg) ged;"g > ."?  &ada aa. U-S ;"t;k SG*=#>."?/4 =#  00488



&ada aa. +-* ;"t;k SG*=#>."?/4 =#  00488



2$

m

*



0%10 det)k

*



0%10 det)k

,o"tol &embatasa" * ses;a) &s 5% z = 015 "  8 z  "  12 " 

det)k  * em!))s

> O, ?

P-A)'*NG+N G++ G-- ++ (<
1 1

= =

0$5 0$5

Gaa Gese Dasa : Aa. U-S  

F  =1 7  <  (

Gaa Gese Dasa :

808$$1% N

Aa. +-*  

F  =1 7  < 

808$$1% N

(

)')B*) G++ G-- ')NG+' ( Ci  Ga4a Ci >an
*)"gg) > m?

3*-8 3*- 3*-% 3*-5 3*-4 3*- 3*-2 3*-1

2$ 2 5 5 22 1 8 5 15 115 8 4 5 Jmla

+eat *)"gkat >N? 8 1  0% 8 0 $ 0  %% 2 0 $ 0  %% 2 0 $ 0  %% 2 0 $ 0  %% 2 0 $ 0  %% 2 0 $0  % % 20 $2 $ 42 0 192"20

<).) > Nm?

Gaa 9) >N?

2  % $4 $  20 2  1 45  8 1 0 1 $ $ %8 5 % 40 1 %  $1  4  0 1  % 14 $  00 1048110  2 %1 2 $ % 0 4 1 8 8  $ 0 11909""$20

1 5 $$   4  % 1 5 %2 2 8 2 0 1  4 8 4  8 % 114152 $ 1 8 $ 8  1 8  0 4 55 %  84 4 $ 0 12 %  4$ 28 2 4 02  80

Gaa gese F) >N? 15$$4% 1%1%52$% 450$50082 5%42$184 %5%1$0551 2%%4%25 5%58884 808$$1%5

Ga4a Ci >an
*)"gg) > m?

3*-8 3*- 3*-% 3*-5 3*-4 3*- 3*-2 3*-1

2$ 2 5 5 22 1 8 5 15 115 8 4 5 Jmla

+eat *)"gkat >N? 8 1  0% 8 0 $ 0  %% 2 0 $ 0  %% 2 0 $ 0  %% 2 0 $ 0  %% 2 0 $ 0  %% 2 0 $0  % % 20 $2 $ 42 0 192"20

<).) > Nm? 2  % $4 $  20 2  1 45  8 1 0 1 $ $ %8 5 % 40 1 %  $1  4  0 1  % 14 $  00 1048110  2 %1 2 $ % 0 4 1 8 8  $ 0 11909""$20

Gaa 9) >N? 1 5 $$   4  % 1 5 %2 2 8 2 0 1  4 8 4  8 % 114152 $ 1 8 $ 8  1 8  0 4 55 %  84 4 $ 0 12 %  4$ 28 2 4 02  80

Gaa gese F) >N? 15$$4% 1%1%52$% 450$50082 5%42$184 %5%1$0551 2%%4%25 5%58884 808$$1%5

P-A)'*NG+N G++ L+'-+L

1% B-B+N -N+N+

P-P--N N+N +N++ ++N N --N --N+ +N+ N++ + P-P--N N+N +N++ ++N N PL+' P3'+L G-P+ kg/m2 kg/m2 kg/m2 B-B+N +')

Slab self-e)g.t t 120

28800

28800

28800

9)")s.)"gI#e)l)"g

11000

11000

11000 11

B-B+N A)*P

25000

1850

500

'3'+L L3+

%48

5855

4

PERHITUNGAN GAYA LATERAL +% B-+' L+N'+)

L+N'+)

B-+' ( G 

A* A*A& 5*6 4*6 (D 2ND 1S* G(D

1%55$$ %$$081$ 10$8$$0 14$00%%0 14$$221%2 1124814 20545542

'3'+L

20545542

B% G++ G++ G-P+ ++ ( <  JUM3A6 3AN*A7 9A,*O( ,'U*AMAAN S*(U,*U( > 7 ? 9A,*O( *&' S*(U,*U( > , ? +'(A* *O*A3 >
   

 1 1 20545542 kg

++A ? R &'(7OD' G'*A( +ANGUNAN - H ,O'97S7'N G'M&A DASA( > = ? GAA G'M&A DASA( > F ? ('DU,S7 10K > 0$ F ?

   

1$0 000 %1%%% kg 5542$ kg

++A ?  &'(7OD' G'*A( +ANGUNAN -  ,O'97S7'N G'M&A DASA( > = ? GAA G'M&A DASA( > F ? ('DU,S7 10K > 0$ F ?

   

18%0 000 %1%%% kg 5542$ kg

< =  R ) R  R Dt Dt

% G++ G-- ')NG+' -N+N+

L+N'+)

A* A*A& 5*6 4*6

++A ? R G-P+ G-P+ )N+) '+')

80000 044$00 852500

218%22 828$$2 10488%%

++A ?  G-P+ G-P+ )N+) '+')

828%00 2$12800 58$00

2504$4 8805%8 1085202

(D 2ND 1S* G(D '3'+L

404500 41200 24$100 20%00

10$841 $2$128 %$850 4422

55400 2$05200 20$000 2481000

10%88 8821 %$44 5001

20500

5542$

184$00

5542$

B% +N+L)+ )N+) > S*A99 A&A(*M'N* - A ? Lantai

(OO9 1S*-93

Geser 'ingkat +nalisa inamik kg R ? >ir  ? >ir

108$ 48%4

105 41012

Geser 'ingkat Geser 'ingkat en.ana >engan Caktor oreksi 0%9  < kg kg R ? >ir  ? >ir R ? >ir  ? >ir

108$ 48%4

11$1 441%$

885 441%$

885 441%$

Geser 'ingkat Beban Gempa ( Ci  ( Cinal  ( Cinal  kg kg R ? >ir  ? >ir R ? >ir  ? >ir

108$ 48%4

11$1 441%$

108$ 85

Caktor oreksi F ( R ? >ir 

Gaa Gese Dasa A"al)sa Stat)k Gaa Gese Dasa A"al)sa D)"am)k



441%$ 48%4



0$1 d)!aka)

Caktor oreksi (  ? >ir 




441%$ 41012



108

F

11$1 28

1

P-A)'*NG+N G++ L+'-+L

1% B-B+N -N+N+

P-P--N N+N +N++ ++N N --N --N+ +N+ N++ + P-P--N N+N +N++ ++N N PL+' P3'+L G-P+ kg/m2 kg/m2 kg/m2 B-B+N +')

Slab self-e)g.t t 120

28800

28800

28800

9)")s.)"gI#e)l)"g

11000

11000

11000 11

B-B+N A)*P

25000

1850

500

'3'+L L3+

%48

5855

4

PERHITUNGAN GAYA LATERAL ( B+G)+N 2 

+% B-+' L+N'+)

L+N'+)

3*-8 3*- 3*-% 3*-5 3*-4 3*- 3*-2 '3'+L

B-+' ( G 

1%28240 1481$8 1481$8 14820854 11%$24 11%$24 1%$$0%% 120080145

B% G++ G++ G-P+ ++ ( <  JUM3A6 3AN*A7 9A,*O( ,'U*AMAAN S*(U,*U( > 7 ? 9A,*O( *&' S*(U,*U( > , ? +'(A* *O*A3 >
   

 1 1 120080145 kg

++A ? R &'(7OD' G'*A( +ANGUNAN - H ,O'97S7'N G'M&A DASA( > = ? GAA G'M&A DASA( > F ? ('DU,S7 10K > 0$ F ?

   

118 0045 540%0%5 kg 48%245$ kg

++A ?  &'(7OD' G'*A( +ANGUNAN -  ,O'97S7'N G'M&A DASA( > = ? GAA G'M&A DASA( > F ? ('DU,S7 10K > 0$ F ?

   

1202 0045 540%0%5 kg 48%245$ kg

< =  R ) R  R Dt Dt

% G++ G-- ')NG+' -N+N+

L+N'+)

++A ? R G-P+ G-P+ )N+) '+')

++A ?  G-P+ G-P+ )N+) '+')

3*-8 3*- 3*-% 3*-5 3*-4 3*- 3*-2

102$400 $$0$00 885%$00 85400 %55$$00 525100 2$10100

$20241 $244$1 8%2$$ $84%1 %1$408$ 4$%$$ 2481$

104800 $5$000 8$$200 81500 %544500 52$000 2$20200

$8402 $22$4 8202 5805 %188% 4$$12 2%12$1

'3'+L

51504%00

48%245$

5141200

48%245$

3N'3L )C' +')3 & )PL+--N' )PL+- -N' )C' +')3 Lantai

(OO9 1S*-93

ri@t atio

ri@t atio : Caktor koreksi R ? >ir  ? >ir

R ? >ir

 ? >ir

000045 0001$$

00002$ 0000450 0000% 0001$$0

000012 0000%4%

ri@t atio )Ein

ri@t ontrol R ? >ir

000500 000500

ok ok

 ? >ir ok ok

)PL+--N' Lantai

(OO9 1S*-93

ispla.ement R ? >ir

 ? >ir

ispla.ement : Ca.tor koreksi R ? >ir  ? >ir

000$80 000800

000%0 000240

000$80 000800

'inggi Lantai ispla.ement m )Ein

ispla.ement R ? >ir

00088 000258

4 4

002000 002000

 ? >ir

ok ok

ok ok

Caktor oreksi F ( R ? >ir 




441%$ 48%4



100 > .a;s  1?

Caktor oreksi F (  ? >ir 




441%$ 41012



108

)P+NG+N ')NG+' & )C' +')3 +')3 )C' +')3 Lantai

ri@t atio ara ? R

A* A*A& 3*2 3*1

00004 00008 0000

ara ? 

0000% 00004% 00008

ri@t atio : Caktor oreksi ara ? R ara ? 

0000% 000041 00005

ri@t atio )Ein

00008 00004$ 000041

0005 0005 0005

ontrol ri@t ara ? R

ara ? 

ok ok ok

ok ok ok

Caktor oreksi F ( ara ? : 

Gaa Gese Dasa Stat)k Gaa Gese Dasa D)"am)s



22500 20$8



10

Caktor oreksi F ( ara ? 4 




22500 210



10

)P+NG+N ')NG+' Lantai

impangan ara ? R

A* A*A& 3*2 3*1

000410 000280 00010

ara ? 

00040 0000 000150

impangan : Caktor oreksi ara ? R ara ? 

000440 00000 0001$

000502 00052 0001%0

'inggi La Lantai impangan m )Ein

12000000 8000000 4000000

impangan ara ? R

ara ? 

00%0 0040 0020

ok ok ok

ok ok ok

Caktor oreksi F ( ara ? : 




22500 20$8



10

Caktor oreksi F ( ara ? 4 




22500 210



10

--N'))'+ P3)) B-B+N es

7

G

31 32 ebA eb+

*7*7, ('9'('NS7 ebA ebA eb+ eb+

 es - 0 005 05b b  1 15e 5es s @ 0 005 05b b

D7MANA D7MANA : G 7 es b a% ++A ? R L+N'+)

A* A*A& 3*2 3*1

b% ++A ?  L+N'+)

A* A*A& 3*2 3*1

b (m

15 15 15

b (m

$4 $4 $4

G (m

502 %2 %4%

G (m

5000 4$44 4$2%

 &USA &USA* MAS MASSA SA  &USA* ,',A,UAN  JA(A, ',S'N*(7S7*AS  3'+A( +ANGUNAN

) (m

510 500 4$2

) (m

4$$ 4$$1 4$$5

es (m

-001 01 015

es (m

001 -005 -00

eb+ (m

-0 -0%4 -0%1

eb+ (m

-04 -052 -054

ebB (m

05 0$% 100

ebB (m

048 040 0

L1 (m

%4 %8% %88

L1 (m

45 44 445

L2 (m

82% 84% 84$

L2 (m

548 5$ 5

&oe#t : SU(A+A SU(A+AA =ONSU3A*' =ONSU3A*' G'N'(A3 O997=' 3okat)o" 3oka t)o" : SU(A+A SU(A+A A

)C' +')3 3N'3L

tor4

(oof 4 t. 1st

ri@t atio

ri@t atio ri@t atio : ore ore.t .tio ion n Ca.t Ca.tor or +llo +lloa abl ble e R ? >ir  ? >ir

R ? >ir

 ? >ir

0008 000088 00001

000028 0011188 000048 00008 00012%2 0000%%1 000005 000018% 000008

0005 0005 0005

ri@t ontrol R ? >ir ok ok ok

 ? >ir ok ok ok

ore.tion Ca.tor F ( R ? >ir 

+ase S.ea Stat)# A"als)s +ase S.ea D"am)# A"als)s



4145%$ 28$1%2



14

ore.tion Ca.tor F (  ? >ir 

+ase S.ea Stat)# A"als)s +ase S.ea D"am)# A"als)s



4145%$ 28%



14

L+'-+L )PL+--N' +N )N'-'3 )C' m = 0(Ds ri@ts ma: = 002  4 

L+N'+)

3* A*A& 3*10 3*$ 3*2

s ( m  00%11 005$ 005% 00055

008m

Gempa +ra ? R ri@ts m (m (m 0001800 01$% 000000 014 0050800 01%55 0005500 001%2

ri@ts (m 00052$2 0008820 014$52 001%10

s (m 00%18 005$ 005% 0005

Gempa +ra ?  ri@ts m (m (m 0002100 0181%$ 000400 01552 0051000 01%552 000500 001558

ri@ts (m 000%14 000$$$% 014$$40 0015582

S*O(' 'H7S* +(A=' S
1

to n

5 A + ( 5 ' 3 ( , C 3 (

0 1 5  0 4 5 % 0

2 -

 5 $ 0

15

2

'3- 25  5

'H7S* +(A=' S
4

45

5

S*O(' 'H7S* +(A=' S
t%

1

%

m

3 < ( ' * ( N

15

'3- 2 25  5

0

2 5 0 5 0 0

)N G 1 3 1

 5 0

N

1 0 0 0

'H7S* +(A=' S
4

45

5

S*O(' 'H7S* +(A=' S
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15

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0

ra >

s to re 4 > e @o

0  0 0 1 0  0 0 2

rm a ti o n a n

0  0 0 

g le

0  0 0 4 0  0 0 5

'H7S* +(A=' S
4

45

5

'-G+NG+N P3N+) PL+' -'-P+'

N3 3L3

+ksial olom ( otpt -'+B 

+ksial olom ( 0%"0 R 3*'P*' -'+B 

1 2 0

2555 4054 21%2

204424 44420 105%0

*kran Pon>asi L(m B(m

2 2 1%

2 2 1 %

Las Pon>asi m2

'egangan Pon>asi kg/m2

4 4% 2 5 %

5110%0 48%5 %%000

B+B )R P-A)'*NG+N P3N+) Je")s &o"das)

:

&lat la;

3eba &o"das)

:

0%I0I1 m

Daa D;k;"g

:

2500 kg/m2 > as;ms) ta"a a"a. seda"g ?

&e.)t;"ga" Mome" &o"das) 3a; : a 3eba 0% m : M;  1/225000215 M;  1%$ k gm b 3eba 0 m : M;  1/2250005215 M;  20 k gm # 3eba 1 m >te"ga.? : M;  1/2250005215 M;  4%$ k gm d 3eba 1 m >te!)? : M;  1/225001215 M;  185 k gm

P-A)'*NG+N P3N+) P-L+' L+J* '4pe pelat laEr lebar 1%500 m  simetris, tmpan tenga O

*ega"ga" ta"a. a"g tead) 3eba ka"t)lee !elat Mome" a"g tead) Mome" ;lt)mate 9 : 9#E : *;l ;tama : Se"gka"g : *;l ta)k : *;lteka" : * =s =# a

   

M"



2 40 15 10 8

   

M!a M!a mm mm

#oe b . d

10 As 0 AsE 1 8 8 40 0 0 12  5 0 14%40%

 5 00 0  5 $845 14%5%

: :

kg/m2 m k gm k gm

: : : :

25 10 00 15 0 10 5

 85 0

mm2 mm2

mm mm mm mm

dE

: 8 8

mm

: 8 8

mm

N N a mm

18$005% Nm Nmm 1 8  $ k gm



1 4 %  5%  k gm

 O, P

JAD7 D7&A,A7 *U3ANGAN U*AMA D7AM'*'( 10 mm JA(A, 100 mm '4pe pelat laEr lebar 1%200 m  simetris, tmpan tenga O

*ega"ga" ta"a. a"g tead) 3eba ka"t)lee !elat Mome" a"g tead) Mome" ;lt)mate 9 : 9#E : *;l ;tama : Se"gka"g : *;l ta)k : *;lteka" : * =s =# a

   

M"



2 40 15 10 8

   

M!a M!a mm mm

% As 0 AsE 11040 0 12  5 0 8  8% 5 8 8 2 5

 5 00 0% % 0 $ 45 #oe b . d : :

kg/m2 m k gm k gm

: : : :

25 10 00 15 0 10 5

4 1 0

mm2 mm2

mm mm mm mm

dE

N N a mm

11%8100 Nm Nmm 11 kgm



$ 4 5 k gm

JAD7 D7&A,A7 *U3ANGAN U*AMA D7AM'*'( 10 mm JA(A, 150 mm

 O, P

&(O', : J'M+A*AN J'M+A*AN <7SA*A <7SA*A +U,7* 'MAS

P-A)'*NG+N )N)NG P-N+A+N GAA GU37NG : A A,7+A* A,7+A* *',ANAN *',ANAN *ANA6

:

*7NGG7 kedalama" dasa !o"das) +eat Je")s *a"a. ,a

: : : :

25 0 1800 0

mete mete kg/m

Gaa *eka" > 1 ? *)"gg) G;l)"g >1 ? Mome" G;l)"g >1 ?

  

181 08 15%0$4

kg mete kg-m


  

0 0 0

kg mete kg-m

+ A,7+A* *',ANAN A7( *7NGG7 kedalama" dasa !o"das) +eat Je")s A)

: : :

25 0 1000


Gaa *eka" >  ? *)"gg) G;l)"g > ? Gaa G;l)"g > ?

  

125 08 2%041

kg mete kg-m

Gaa *eka" > 4 ? *)"gg) G;l)"g > 4 ? Mome" G;l)"g > 4 ?

  

0 0 0

kg mete kg-m

= A,7+A* +'+AN D7A* D7A*AS *ANA6 -------- ----- --- *7DA, ADA *7NGG7 kedalama" dasa !o"das) +eat Je")s *a"a. ,a +'+AN D7A*AS *ANA6

: : : : :

25 0 1800 0 1080

mete mete kg/m kg/m2


  

14$85 125 181

kg mete kg-m


  

0 0 0

kg mete kg-m

*O*A3 MOM'N GU37NG

9 : 9#E : *;l ;tama : Se"gka"g *;l ta)k : *;lteka" :

* =s =# a M"

400 18% 1 10

M!a M!a mm mm mm

8 As As 4 As A sE

 424528  2084  15810  1$5%5$

#oe b . d : :



15%0$4



%082

: : : :

0 1000 00 204

10%12 50%%

mm2 mm2

@

0

D)!aka) t;la"ga" D-1 aak



mm mm mm mm mm

%082 kg kgm 125 #m

2%041% @

kgm

dE

N N a mm

%42 % 4288 8801 01 Nmm Nmm %4 kg kgm

@

 ok P

8%5 mm

0 @

18125

P-A)'*NG+N )N)NG P-N+A+N ,OND7S7 : - +'+AN A7( *7DA, ADA - ADA +'+AN ,'NDA(AAN D7 'N*(AN='

GAA GU37NG : A A,7+A* A,7+A* *',ANAN *',ANAN *ANA6

:

*7NGG7 kedalama" dasa !o"das) +eat Je")s *a"a.

: : :

 15 1800



  

200 25 %50

kg mete kg-m


  

200 05 2025

kg mete kg-m

+ A,7+A* *',ANAN A7( *7NGG7 kedalama" dasa !o"das) +eat Je")s A)

: : :

0 0% 1000


Gaa *eka" >  ? *)"gg) G;l)"g > ? Gaa G;l)"g > ?

  

0 0% 0

kg mete kg-m

Gaa *eka" > 4 ? *)"gg) G;l)"g > 4 ? Mome" G;l)"g > 4 ?

  

0 0  0

kg mete kg-m

= A,7+A* +'+AN ,'NDA(AAN *7NGG7 kedalama" dasa !o"das) +eba" ,e"daaa" Gaa *eka" > 1 ? *)"gg) G;l)"g >1 ? Mome" G;l)"g >1 ? *O*A3 MOM'N GU37NG

: : :

  



%50



1142

45 0 800

mete mete kg/m2

11$88 225 2%$

kg mete kg-m

@ kgm

2025 @

0 @

0 @

=OUN*'( 3OAD

:

*7NGG7 kedalama" dasa !o"das) leba bat; kal) atas leba bat; kal) baa. +eat Je")s +at; +eat +at; kal)>1? Jaak le"ga" >1 ? Mome" =o;"te >1 ?

: : : : :

 15 0 5 2 5 2000

mete mete mete mete kg/m

  

4500 025 1125

kg mete kg-m

+eat +at; kal)>2?  Jaak le"ga" >2 ?  Mome" =o;"te >2 ? 

%000 11%%% 000

kg mete kg-m

+eat +at; kal)>?  Jaak le"ga" > ?  Mome" =o;"te > ? 

%000 15 $000

kg mete kg-m

*O*A3 MOM'N =OUN*'(



1125

SA9'* 9A=*O( > S9 ?

:

14$2

.a;s leb). besa da) 1I m)")mal 1I5

2%$

3N'3L -'+)N)NG D+LL Penggerak

No

# kg/#m2

f

1

40

01

gt kg/m

1%00

g  kg/m kg k g/m2

1000

400

,a

,!

022

45$8$

Penaan 3(et 6 ta"a. >m? >m?

2%

*7NGG7 #

6 a ) > m?

1gt6,a kg/m

$

8

0

111%8

a,!gt6 kg/m

< ta"a. kg

< ke"d kg

,o.es) 2#F,a kg/m2

000

440

1040

6 ta"a. >m?

0

15854

2g6   ,a kg/m kg/m

0

M>a? k gm

000

M1 kgm

M2 k gm

8%$8

4220$

M>b? kgm

M>#? kgm

48%2

1 52

00

M>d? k gm

504

C Gling Gling = %Gl %Gling ing/ /%P %Pena enaan an = 2%20

C Geser Geser

= C Penaan Penaan/C /C geser geser = 2%!0

P-A)'*NG+N )N)NG P-N+A+N '+N+A D1 ,OND7S7 : - +'+AN A7( S'*7NGG7 2 M'*'( - D7A('A *AMAN ADA +'+AN *AM+A6AN 100 kg/m2


:

*7NGG7 kedalama" dasa !o"das) +eat Je")s *a"a. Gaa *eka" > 1 ? *)"gg) G;l)"g >1 ? Mome" G;l)"g >1 ?

+ A,7+A* *',ANAN A7(

  

: : :

2$ 0 18 0 0


25 2  0  $% % % % 2 4 8  $

kg mete kg-m

M k gm

522%

%pe %pena naa an n (aQbQ.Q> kgm

% Gling 1Q2Q! kgm

C ge geser kg

$59!%5

1$" !% !%1

C%pen %pena aan an kg

100 1005"% 5"%2 2 !$209 !$209%2 %20" 0"

P-A)'*NG+N )N)NG P-N+A+N '+N+A D1 ,OND7S7 : - +'+AN A7( S'*7NGG7 2 M'*'( - D7A('A *AMAN ADA +'+AN *AM+A6AN 100 kg/m2


:

*7NGG7 kedalama" dasa !o"das) +eat Je")s *a"a. Gaa *eka" > 1 ? *)"gg) G;l)"g >1 ? Mome" G;l)"g >1 ?

: : :

  

2$ 0 18 0 0


25 2  0  $% % % % 2 4 8  $

kg mete kg-m

2 0 100 0


20 0 0 0  %% % % % 1

kg mete kg-m

2$ 0 2 00

mete mete kg/m2

+ A,7+A* *',ANAN A7( *7NGG7 kedalama" dasa !o"das) +eat Je")s A) Gaa *eka" >  ? *)"gg) G;l)"g > ? Gaa G;l)"g > ?

: : :

  

= A,7+A* A,7+ A* +'+AN D7A*AS *ANA6 *7NGG7 kedalama" dasa !o"das) +eba" d)atas ta"a. Gaa *eka" > 1 ? *)"gg) G;l)"g >1 ? Mome" G;l)"g >1 ?

*O*A3 MOM'N GU37NG   Mome" Ult)mate 

: : :

  

248$ 4 0 5 2 28 % % 0 8  4 

1 $  1 4 1  45 2 8 0 0 5

@

kg mete kg-m

28005 k gm k gm

@

1

P-N*L+NG+N )N)NG P-N+A+N


* =s =# a

   

M"



 50 18% 1 10

M!a M!a mm mm

10 As 5 AsE

4 % 4 2 8 22 1 %  15 8 1 0 154$$2

#oe b . d : :

: : : :

25 1 0 00 25 0 1$ $

12%%5 %%25

mm2 mm2

mm mm mm mm

dE

: 41  5

N N a mm

81$4$$ Nmm 81 814 4 kgm kgm

D7&A,A7 D7&A,A7 D7ND7NG &'NA6AN &'NA6AN *'+A3 250 mm de"ga" t;la"ga" ;tama D)a 1-100

mm

@

0

0

P-N*L+NG+N '+NGG+ ( *L') P*P3-  aterial Properties F f  f#E 

 kgm

%28000

400 M!a 21 M!a

b .m

> .m

120

1800

m

2241

n

1$00

+s re7ire> .m2

00050

10$

+s min

888

[email protected] spa.ing

1

125

+s >esign .m2

124

--N'))' -)GN L-<-L

)N

C3- +

C3- B

&6 &6 &6

H  ( O*

4801 0 -552581

0 4 4 28$2 808%4

(OO9 (OO9 (OO9

H  (O *

1%8004$4 0 0 102151 -212%80 2 2$ $008454

G'NS'* G'NS'* G'NS'*

H  ( O*

85884 0 -22145240

0 828%%$4 14%15%04

34

12%

12%%

25$

3:

34

110

104

1%4

3:

2%%

252

2288

15

15

242$

e.

e.R

e>

 8 4

2%

1$

040

84

2%

12%1

04%

44

5

 0 5

%%5

*). Beban reaksi reaksi *). Berat sendiri sendiri pondasi pondasi *). Berat balok rip pondasi pondasi

1565 kg :

600 kg

:

480 kg

*). Berat sendiri kolom beton :

1267.2 kg + 312 3 12.2 .2 kg

3: sg

1$0 -0$0

-1024 058

1$00 1%20

2852

1%20

2084 10%$

1$$ -084

-818 1$

1$0 1%20

-818

1%20

%8 085

11 4 $ 0

1$15 2508

2$ 2254

1$15

2$

= (P/A ) + ((M - P.e) P.e) / W)

Beban Axial (P) :

34 sg

228 1205

P-A)'*NG+N P3N+)

Tegangan tanah yang terjadi :

e>R

P-A)'*NG+N P3N+)

Tegangan tanah yang terjadi :

= (P/A ) + ((M - P.e) P.e) / W)

Beban Axial (P) : *). Beban reaksi reaksi

1565 kg

*). Berat sendiri sendiri pondasi pondasi *). Berat balok rip pondasi pondasi

:

600 kg

:

480 kg

*). Berat sendiri kolom beton :

1267.2 kg + 312 3 12.2 .2 kg

Beban Momen (M) : ! " # $ d %a&a reaksi reaksi 'orisonta 'orisontall (#) arakn&a (d)

:

!omen !omen (!)

661 kg 4.4 m 208. 2 08.4 4 kgm

Ukuran Pondasi : B " 1m # " 2m arak as  kolom kolom ke tepi pondasi (1) : arak as  kolom kolom ke tepi pondasi (2) : arak eksentrisitas (e)

Tegangan tanah yang y ang terjadi : s1 = s2 "

 kg,m  kg,m2 2 234 23 4 kg,m kg,m2 2

Perhitungan Balok Rib Pondasi : !

" 1,2.-.l.l

-

"

 kg,m

 m  m  m

l

"

! " !/ "

1.45 m  kgm  kgm

P-A)'*NG+N P-B-B+N+N F

+'+AN MA MA*7 *7

:

+ea +eatt Se"d Se"d) ))) &ela &elatt 9)")s.)"g +'+AN 67DU&

 10

0I15 0I15240 2400 0 #m

%0 20 0 5%0

22 00

80 0

:

+eba" meata D +eba" ga)s & keof ke;t

0$

4  %  % %  % % 1%144$%05

mome" ak)bat beba" meata 

 

1 4 %  4   $ 50  1 

&



155255

M

 140801 @ 480%5  5220$8

M; 9 9#E *;l ; Se"g *;l t *;lte

$ 0 18% 22 10

M! M !a M!a M! mm mm

8 As As 4 As AsE

* =s =# a

1185 118541 41  5%8% 5%8%$ $ 44 44  100 10 0

M"

55'@08 55'@0 8 Nmm 5 5 0 18 k gm

#oe b . d

@ > bs ?

$ %

2 0 2 % 4 8 5  2 2

: : :

1 00 00  00 55%

 0  $ 5 2 1 5 1 $  %

mm2 mm2

mm m m mm mm mm mm

dE

N N a mm



2 0 $ 0 % % 

5220$808 kgm

 ok P

1 21

mm

hitung str lengkap.xls

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