Bar Bending Scheduler

8/18/2019 Bar Bending Scheduler

1/40

BAB I

DATA TEKNIS

1


2/40

2


3/40

BAB II

PERHITUNGAN TULANGAN

1. Perhitungan Tulangan Kolom

1. Tulangan 00 !a"

Diameter Tulangan = 19 mm

Panjang/ lente = 11,95 m

Jumlah Kolom = 20

Total Tulangan Utama Kolom = 8 x 20 = 160 tulangan

Panjang Kolom = 500 ! 2x"0# = 500 ! 2x"0$19% = 5,02 m

. Tulangan 01 !a#$%"



Jumlah Kolom = 20

Jumlah &eng'ang/ 'olom = "9

Total Tulangan &eng'ang = 20 x "9 = 980 tulangan

( = "20 mm

() = "20 * ",5# = "20 * ",5 $8% = 8" mm

PanjangSengkang=4 L' +2.6 d+3. 14 π .3,5d+2. 3

8 π .3,5d

PanjangSengkang=4(384)+2.6 (8)+3.1

4 π .3,5(8)+2.

3

8 π .3,5(8)

PanjangSengkang=1763,95mm≈1764mm = 1,+6" m

3


4/40

Ta#el Bar Bending Scheduler Tulangan Kolom

. Perhitungan Tulangan Balo&

' Tulangan 0 !a#$%"


Panjang/ lente = 11,95 mJumlah &eng'ang/ ortal memanjang = 8 x " = 152 tulangan

Jumlah &eng'ang/ ortal memen#e' = $0 x 2% ! 11 = +1 tulangan

Total Tulangan &eng'ang untu' -eluruh .alo' in#u' = $152 x "% ! $+1 x 5% = 96

tulangan

(1 = 20 mm

(1) = 20 * ",5# = "0 * ",5 $8% = 28" mm

(2 = 520 mm

(2) = 520 * ",5# = "0 * ",5 $8% = "8" mm

4


5/40

PanjangSengkang=2 L1' +2 L2' +2.6d+3.1

4 π .3,5d+2.

3

8 π .3,5d

PanjangSengkang=2 (284)+2 (484 )+2.6(8)+3. 14 π .3,5(8)+2.

3

8 π .3,5(8)

PanjangSengkang=1763,95mm≈1764mm = 1,+6" m

A. Balo& In%u& Arah (eman)ang

( = 5500 mm

( total = 22000 ! 2$0,5 x 500% = 22500 mm

(n = ( * 2x0,5x500 = 5500 * 500 = 5000 mm

1. Tulangan 001

a. Tulangan 001 !a# * #a"

Jumlah alo' n#u' = "

Jumlah Tulangan = $" x % x 2 = 2" tulangan

Panjang/Tulangan =12# !1

4 π .3,5d

! $"12 ! "0% ! 5500 !1

4 ln

!

"0#

= 12 $16% !14 π .3,5(16) ! $"12!"0% ! 5500 !

1

4(5000)

! "0$16%

= 192 ! ",98 ! "52 ! 5500 ! 1250 ! 6"0

= 80++,98 mm 80+8 mm = 8,0+8 m

#. Tulangan 001 !$"Jumlah alo' n#u' = "

Jumlah Tulangan = " x = 12 tulangan

Panjang/Tulangan = $2x0,+5 x (n% !500 !2x"0#

= 2x0,+5 $5000% ! 500 !2x"0 $16%

= 9280 mm = 9,28 m

. Tulangan 00


5

b b

a a


6/40


Jumlah Tulangan = $" x 2% x 2 = 16 tulangan

Panjang/Tulangan = 12# !1

4 π .3,5d

! $"12 ! "0% !1

4 ln

! 15#

= 12 $16% !1

4 π .3,5(16)

! $"12 ! "0% !

1

4(5000)

! 15$16%

= 192 ! ",98 ! "52 ! 1250 ! 2"0

= 21++,98 mm 21+8 mm = 2,1+8 m

#. Tulangan 00 !$"


Jumlah Tulangan = $" x 2% x = 2" tulangan

Panjang/Tulangan =$2 x1

4 x

(n% ! 500 !$2 x 15#%

= $2 x1

4 x 5000% ! 500 !$2 x 15 x 16%

= 2500! 500 !"80

= "80 mm = ,"8 m

+. Tulangan 00+

a. Tulangan 00+ !a"

Jumlah alo' n#u' = "Jumlah Tulangan = $" x 2% x 2 = 16 tulangan

Panjang/Tulangan = $"12 ! "0% ! 5500 !1

4 ln

! "0#

= $"12 ! "0% ! 5500 !1

4(5000)

! "0$16%

= "52 ! 5500 ! 1250 ! 6"0

= +8"2 mm = +,8"2 m

#. Tulangan 00+ !#"

6

c


7/40


Jumlah Tulangan = $" x 2% = 8 tulangan

Panjang/Tulangan = $2 x0,+5 x (n% ! 500 !2x"0#

= 2x0,+5 $5000% ! 500 !2x"0 $16%

= 9280 mm = 9,28 m

,. Tulangan 00,

a. Tulangan 00, !a# * #a"




4 π .3,5d

! $"12 ! "0% ! 5500 !1

4 ln

!

"0#

= 12 $16% !1

4 π .3,5(16)

! $"12 ! "0% ! 5500 !

1

4(5000)

! "0$16%

= 192 ! ",98 ! "52 ! 5500 ! 1250 ! 6"0

= 80++,98 mm 80+8 mm = 8,0+8 m

#. Tulangan 00, !$"



Panjang/Tulangan = $2 x0,+5 x (n% ! 500 !2x"0#

= 2x0,+5 $5000% ! 500 !2x"0$16%

= 9280 mm = 9,28 m

-. Tulangan 00- !a"


Jumlah Tulangan = $" x 2% x " = 2 tulangan

Panjang/Tulangan =1

2 ln

! 2x20#

=1

2(5000)

! 2x20$16%

= 2500 ! 6"0

= 1"0 mm = ,1" m

7

a


8/40

B. Balo& In%u& Arah (emen%e&

(1 = "500 mm

(n1 = (1 * 2x0,5x500 = "500 * 500 = "000 mm

(2 = 2000 mm

(n2 = (2 * 2x0,5x500 = 2000 * 500 = 1500 mm

( total = 2x"500 ! 2000 ! 2$0,5 x 500% = 11500 mm

1. Tulangan 00 !a#a"

Jumlah alo' n#u' = 5Jumlah Tulangan = 5 x = 15 tulangan

Panjang/Tulangan = 2x12# !2x$1

4 π .3,5d ¿

! 2x $250 *"08% ! 2x(1 ! (2

= 2x12$16% !2x$1

4 π .3,5.16 ¿

! 2x $202% ! 2x"500 ! 2000

= 8" ! 8+,96! "0" ! 9000 ! 2000

= 118+5,96mm 118+6 mm = 11,8+6 m

. Tulangan 00/

a. Tulangan 00/ !a# * #a"

Jumlah alo' n#u' = 5

Jumlah Tulangan = $5 x 2% x 2 = 20 tulangan

Panjang/Tulangan = 12# !

1

4

π .3,5d

! $"12 ! "0% !

1

4

ln 1

! 15#

= 12 $16% !1

4 π .3,5(16)

! $"12 ! "0% !

1

4(4000)

! 15$16%

= 192 ! ",98 ! "52 ! 1000 ! 2"0

= 192+,98 mm 1928 mm = 1,928 m

8

b

aa

b b

a a


9/40

#. Tulangan 00/ !$"



Panjang/Tulangan =1

4 x

(n1 !1

4 x

(n2! 500 !$2 x 15#%

=$

1

4 x "000% !$

1

4 x 1500% ! 500 !$2 x 15 x 16%

= 1000! +5 ! 500 !"80

= 255 mm = 2,55 m

+. Tulangan 00 !a"


Jumlah Tulangan = 5 x 2 = 10 tulangan

Panjang/Tulangan = 2x $250 *"08% ! 2x(1 ! (2= 2x$202% ! 2x"500 ! 2000

= "0" ! 9000 ! 2000

= 11"0" mm = 11,"0" m

,. Tulangan 00 !a#a"


Jumlah Tulangan = 5 x = 15 tulangan

Panjang/Tulangan = 2x12# !2x$14 π .3,5d¿ ! 2x $250 *"08% ! 2x(1 ! (2

= 2x12$16% !2x$1

4 π .3,5.16¿

! 2x $202% ! 2x"500 !

2000

= 8" ! 8+,96! "0" ! 9000 ! 2000

= 118+5,96mm 118+6 mm = 11,8+6 m

-. Tulangan 010

a. Tulangan 010 !a"

9

c

a

aba

aa


10/40



Panjang/Tulangan =1

2 ln 1 ! 2x20#

=1

2(4000)

! 2x20$16%

= 2000 ! 6"0

= 26"0 mm = 2,6" m

#. Tulangan 010 !#"



Panjang/Tulangan =1

2 ln 2

! 2x20#

=1

2(1500)

! 2x20$16%

= +50 ! 6"0

= 190 mm = 1,9 m

Ta#el Bar Bending Scheduler Tulangan Balo& In%u&

10

b


11/40

11


12/40

12


13/40

+. Perhitungan Tulangan Balo& Ana&

(1 = "500 mm

(n1 = (1 * 2x0,5x500 = "500 * 500 = "000 mm

(2 = 2000 mm

(n2 = (2 * 2x0,5x500 = 2000 * 500 = 1500 mm

( total = 2x"500 ! 2000 ! 2$0,5 x 500% = 11500 mm


Jumlah alo' 3na' = "Jumlah Tulangan = " x = 12 tulangan

Panjang/Tulangan = 2x12# !2x$1

4 π .3,5d¿

! 2x $250 *"08% ! 2x(1 ! (2

= 2x12$16% ! 2x$1

4 π .3,5.16¿

! 2x$202% ! 2x"500 !

2000

= 8" ! 8+,96! "0" ! 9000 ! 2000

= 118+5,96mm 118+6 mm = 11,8+6 m

. Tulangan 01


Jumlah alo' 3na' = "



4 π .3,5d

! $"12 ! "0% !1

4 ln 1

! 15#

= 12 $16% !1

4 π .3,5(16)

! $"12 ! "0% !1

4(4000)

! 15$16%

= 192 ! ",98 ! "52 ! 1000 ! 2"0

= 192+,98 mm 1928 mm = 1,928 m

13

b

aa

bb

aa


14/40

#. Tulangan 01 !$"



Panjang/Tulangan =1

4 x

(n1 !1

4 x

(n2! 500 !$2 x 15#%

=$1

4 x "000% !$1

4 x 1500% ! 500 !$2 x 15 x 16%

= 1000! +5 ! 500 !"80

= 255 mm = 2,55 m

+. Tulangan 01+ !a"

Jumlah alo' = "

Jumlah Tulangan = " x 2 = 8 tulangan

Panjang/Tulangan = 2x $250 *"08% ! 2x(1 ! (2

= 2x$202% ! 2x"500 ! 2000

= "0" ! 9000 ! 2000

= 11"0" mm = 11,"0" m,. Tulangan 01, !a#"



Panjang/Tulangan = 2x12# !2x$

1

4

π .3,5d¿! 2x $250 *"08% ! 2x(1 ! (2

= 2x12$16% !2x$1

4 π .3,5.16¿

! 2x $202% ! 2x"500 !

2000

= 8" ! 8+,96! "0" ! 9000 ! 2000

= 118+5,96mm 118+6 mm = 11,8+6 m

-. Tulangan 01-

a. Tulangan 01- !a"

14

c

a

ab

a

aa


15/40



Panjang/Tulangan =1

2 ln 1

! 2x20#

=1

2(4000)

! 2x20$16%

= 2000 ! 6"0

= 26"0 mm = 2,6" m

#. Tulangan 01- !#"



Panjang/Tulangan =1

2 ln 2

! 2x20#

=1

2(1500)

! 2x20$16%

= +50 ! 6"0= 190 mm = 1,9 m

. Tulangan 0+ !a#$%"

15

b


16/40




Total Tulangan &eng'ang untu' -eluruh .alo' ana' = +1 x " = 28" tulangan

(1 = 220 mm

(1) = 220 * ",5# = 220 * ",5 $8% = 18" mm

(2 = 20 mm

(2) = 20 * ",5# = 20 * ",5 $8% = 28" mm

PanjangSengkang=2 L1' +2 L2' +2.6d+3.1

4 π .3,5d+2.

3

8 π .3,5d

PanjangSengkang=2 (184)+2 (284)+2.6 (8)+3.1

4 π .3,5(8)+2.

3

8 π .3,5(8)

PanjangSengkang=1163,95mm≈1164mm = 1,16" m

16


17/40

Ta#el Bar Bending Scheduler Tulangan Balo& Ana&

17


18/40

+. Perhitungan Tulangan Pelat Lantai


Jara' antar tulangan -um.u x = 10 4m

Jara' antar tulangan -um.u = 10 4m

Jumlah tulangan -um.u x = 50 x " = 200 tulangan

Jumlah tulangan -um.u = "0 x 2 ! 15 = 95 tulangan

A. Arah (emen%e& !2"1 Tulangan 0016 $a.a%

¿11000+(2 ) (250−40−8−2,25d )+(2 ) 1

4 πd+(80−4,5d ) (2 )+ (2 )

3

8 πd+(2 )6 d

¿11000+359+15,71+70+23,56+120

¿11588,27mm≈11589mm=11,589m

1 lente #iguna'an untu' 1 tulangan elat lantai #engan -i-a/lente7¿11,95−11,589=0,361m

Jumlah lente ¿200 lente

Total -i-a tulangan ¿200 lente x 0,61 = +2,2 m

2 Tulangan 01+ $a%

¿11000+(2 ) (250−40−8−2,25d )+(2 ) 3

8 πd+ (2 )6d

¿11000+359+11,78+120

¿11490,78mm≈11491mm=11,491m



Total -i-a tulangan

¿200×0,459=91,8m

18

b

aa

a


19/40

B. Arah (eman)ang !3"

1 Tulangan 018 $a. .a%

¿11000+ (250−40−8−2,25d )+ 14 πd+ (60−4,5d )+3

8 πd (2 )+6d (2 )+40d

¿11000+179,5+15,71+15+23,56+120

¿11353,77mm≈11354mm=11,354m


Jumlah lente ¿95 x2=190 lente

Total -i-a tulangan ¿190×0,596=113,24m

2 Tulangan 019 $a%

¿11000+ (250−40−8−2,25d )+3

8 πd (2 )+6d (2 )+40d

¿11000+179,5+23,56+120+400¿11723,06mm≈11724mm=11,724m


Jumlah lente = 95 x2=190 lente


19


20/40


21/40

. Tulangan Diameter 1 mm

A. Balo& In%u& Arah (eman)ang

1. Tulangan 001



Panjang/Tulangan= 8,0+8 m1 lente #iguna'an untu' 1 tulangan #engan -i-a / lente = 11,95 * 8,0+8 =

,8+2 m ! 5i5a ter6a&ai untu& 00 !$" "

Jumlah (ente =24

1 =24 lente

Total -i-a = 2" x ,8+2 = 92,928 m

#. Tulangan 001 !$"Jumlah Tulangan = " x = 12 tulangan

Panjang/Tulangan = 9,28 m

1 lente #iguna'an untu' 1 tulangan #engan -i-a / lente = 11,95 * 9,28 = 2,6+

m ! 5i5a ter6a&ai untu& 00 !a# * #a" "

Jumlah (ente =12

1 =12 lente

Total -i-a = 12 x 2,6+ = 2,0" m

. Tulangan 00



Panjang/Tulangan = 2,1+8 m

12 tulangan mengguna'an -i-a #ari tulangan 001 $4% = 2,6+ m

21

b b

a a


22/40

-i-a/ tulangan = 2,6+ * 2,1+8 = 0,"92 m

Total -i-a = 0,"92 x 12 = 5,90" m

&i-a Tulangan = 16 12 = " tulangan

" tulangan mengguna'an -i-a #ari tulangan 00 $.% = 2,6+ m

-i-a/ tulangan = 2,6+ * 2,1+8 = 0,"92 m

Total -i-a = 0,"92 x " = 1,968 m

#. Tulangan 00 !$"

Jumlah Tulangan = $" x 2% x = 2" tulanganPanjang/Tulangan = ,"8 m

2" tulangan mengguna'an -i-a #ari tulangan 001 $a. .a% = ,8+2 m

-i-a/ tulangan = ,8+2 * ,"8 = 0,92 m

Total -i-a = 0,92 x 2" = 9,"08 m

+. Tulangan 00+

a. Tulangan 00+ !a"


Panjang/Tulangan = +,8"2 m

1 lente #iguna'an untu' 1 tulangan #engan -i-a/ lente = 11,95 * +,8"2 =

",108 m !5i5a ter6a&ai untu& tulangan 00-!a" %an 00/ !a#*#a" "

Jumlah (ente =16

1 =16 lente

Total -i-a = ",108 x 16 = 65,+28 m

#. Tulangan 00+ !#"




m !5i5a ter6a&ai untu& tulangan 00 !a#" %an 00/ !a#""

Jumlah (ente =8

1=8 lente

Total -i-a = 8 x 2,6+ = 21,6 m

22

c


23/40

,. Tulangan 00,

a. Tulangan 00, !a# * #a"



1 lente #iguna'an untu' 1 tulangan #engan -i-a / lente = 11,95 * 8,0+8 =

,8+2 m !5i5a ter6a&ai untu& tulangan 00- !a""

Jumlah (ente =24

1 =24 lente

Total -i-a = 2" x ,8+2 = 92,928 m

#. Tulangan 00, !$"




m !5i5a ter6a&ai untu& tulangan 00/ !$""

Jumlah (ente =12

1 =12 lente

Total -i-a = 12 x 2,6+ = 2,0" m

-. Tulangan 00- !a"

Jumlah Tulangan = $" x 2% x " = 2 tulangan

Panjang/Tulangan = ,1" m

2" tulangan mengguna'an -i-a #ari tulangan 00" $a..a% = ,8+2 m

-i-a/ tulangan = ,8+2 * ,1" = 0,+2 m

Total -i-a = 0,+2 x 2" = 1+,568 m

&i-a Tulangan = 2 2" = 8 tulangan

8 tulangan mengguna'an -i-a #ari tulangan 00 $a% = ",108 m-i-a/ tulangan = ",108 * ,1" = 0,968 m

23

a


24/40

Total -i-a = 0,968 x 8 = +,+"" m

B. Balo& In%u& Arah (emen%e&


Jumlah Tulangan =5 x = 15 tulangan


1 lente #iguna'an untu' 1 tulangan #engan -i-a/ lente =11,95*11,8+6 = 0,0+" m

Jumlah (ente =15

1 =15lente

Total -i-a = 15 x 0,0+" = 1,11 m

. Tulangan 00/

a. Tulangan 00/ !a# * #a"



16 tulangan mengguna'an -i-a #ari 8 tulangan 00 $a% = ",108 m

1 .atang -i-a #iguna'an untu' 2 tulangan #engan -i-a/ tulangan = ",108 * 2x

1,928 = 0,252 m

Total -i-a = 0,252 x 8 = 2,016 m


" tulangan mengguna'an -i-a #ari tulangan 00 $.% = 2,6+ m

-i-a/ tulangan = 2,6+ * 1,928 = 0,+"2 m

Total -i-a = 0,+"2 x " = 2,968 m

#. Tulangan 00/ !$"

24

b

aa

b b

a a

c


25/40



12 tulangan mengguna'an -i-a #ari tulangan 00" $4% = 2,6+ m

-i-a/ tulangan= 2,6+ * 2,55 = 0,15 m

Total -i-a = 0,15 x 12 = ,+8 m

&i-a Tulangan = 20 12 = 8 tulangan

1 lente #iguna'an untu' 5 tulangan = 5 x 2,55 m = 11,++5 m

Jumlah (ente = 8/ 5 = 1,6 1 ! 1 lente = 2 lente

&i-a/ lente $untu' 1 lente% = 11,95 * 11,++5 = 0,1+5 m

Total &i-a Tulangan = 1 x 0,1+5 = 0,1+5 m !Si5a ti%a& ter6a&ai"

&i-a tulangan = 8 * 5 = tulangan

1 lente #iguna'an untu' tulangan = x 2,55 m = +,065 m = +,065 m

&i-a/ lente $untu' 1 lente% = 11,95 * +,065 = ",885 m !5i5a ter6a&ai untu&

tulangan 01 !a#""

Total &i-a Tulangan = 1 x ",885 = ",885 m

+. Tulangan 00 !a"

Jumlah Tulangan = 5 x 2 = 10 tulanganPanjang/Tulangan = 11,"0" m

1 lente #iguna'an untu' 1 tulangan #engan -i-a/ lente =11,95*11,"0" = 0,5"6 m

Jumlah (ente =10

1 =10lente

Total -i-a = 0,5"6 x 10 = 5,"6 m !Si5a ti%a& ter6a&ai"

,. Tulangan 00 !a#a"

Jumlah Tulangan = 5 x = 15 tulangan



Jumlah (ente =15

1 =15lente

Total -i-a = 15 x 0,0+" = 1,11 m !5i5a ti%a& ter6a&ai"

-. Tulangan 010

a. Tulangan 010 !a"

25

a

aa

b


26/40


Panjang/Tulangan = 2,6" m

1 lente #iguna'an untu' " tulangan #engan -i-a / lente = 11,95 * "x2,6" =

1,9 m !5i5a ter6a&ai untu& tulangan 010 !#""

Jumlah (ente =20

4 =5lente

Total -i-a = 5 x 1,9 = 6,95 m

#. Tulangan 010 !#"



5 tulangan mengguna'an -i-a #ari tulangan 010 $a% = 1,9 m

-i-a/ tulangan = 1,9 * 1,9 = 0 m

Total -i-a = 0 x 5 = 0 m

&i-a Tulangan = 10 5 = 5 tulangan

1 lente #iguna'an untu' 5 tulangan #engan -i-a / lente = 11,95 * 5 x 1,9 = 5

m !5i5a ter6a&ai untu& tulangan 01 !#a""

Jumlah (ente =5

5=1lente

Total -i-a = 1 x 5 = 5 m

7. Balo& Ana&





Jumlah (ente =12

1 =12 lente

26

aa

b

b

aa


27/40

Total -i-a = 12 x 0,0+" = 0,888 m !Si5a ti%a& ter6a&ai"

. Tulangan 01




1 lente #iguna'an untu' 6 tulangan #engan -i-a / lente = 11,95 * 6x1,928 =

0,82 m

Jumlah (ente =12

6 =2 lente

Total -i-a = 2 x 0,82 = 0,+6" m !5i5a ti%a& ter6a&ai"


2 tulangan mengguna'an -i-a #ari tulangan 00+ $4% = ",885 m

-i-a/ tulangan = ",885 * 2x1,928 = 1,029 m

Total -i-a = 1,029 x 1 = 1,029 m

&i-a Tulangan = " 2 = 2 tulangan

2 tulangan mengguna'an -i-a #ari tulangan 010 $.% = 5 m

-i-a/ tulangan = 5 * 2x1,928 = 1,1"" m

Total -i-a = 1,1"" x 1 = 1,1"" m

#. Tulangan 01 !$"

Jumlah Tulangan = $" x 2% x 2 = 16 tulanganPanjang/Tulangan = 2,55 m

2 tulangan mengguna'an -i-a #ari tulangan 015 $.% = 6,9 m

-i-a/ tulangan = 6,9 * 2x2,55 = 1,68 m

Total -i-a = 1,68 x 1 = 1,68 m

&i-a Tulangan = 16 2 = 1" tulangan

1 lente #iguna'an untu' 5 tulangan = 5 x 2,55 m = 11,++5 m

Jumlah (ente = 1"/ 5 = 2,8 2 ! 1 lente = lente

&i-a/ lente $untu' 2 lente% = 11,95 * 11,++5 = 0,1+5 m

Total &i-a Tulangan = 2 x 0,1+5 = 0,5 m !5i5a ti%a& ter6a&ai"

27

bb

aa

c


28/40

&i-a tulangan = 1" * 2x5 = " tulangan

1 lente #iguna'an untu' " tulangan = " x 2,55 m = 9,"2 m

&i-a/ lente $untu' 1 lente% = 11,95 * 9,"2 = 2,5 m

Total &i-a Tulangan = 1 x 2,5 = 2,5 m !5i5a ti%a& ter6a&ai"

+. Tulangan 01+ !a"

Jumlah Tulangan = " x 2 = 8 tulangan

Panjang/Tulangan = 11,"0" m

1 lente #iguna'an untu' 1 tulangan #engan -i-a/ lente = 11,95*11,"0" =0,5"6 m

Jumlah (ente =8

1=8 lente

Total -i-a = 0,5"6 x 8 = ",68 m !5i5a ti%a& ter6a&ai"

,. Tulangan 01, !a#a"




Jumlah (ente =12

1 =12 lente

Total -i-a = 12 x 0,0+" = 0,888 m !5i5a ti%a& ter6a&ai"

-. Tulangan 01-

a. Tulangan 01- !a"


Panjang/Tulangan = 2,6" m

1 lente #iguna'an untu' " tulangan #engan -i-a / lente = 11,95 * "x2,6" =

1,9 m !5i5a ter6a&ai untu& 01- !#""

28

a

aba

aa


29/40

Jumlah (ente =16

4 =4 lente

Total -i-a = " x 1,9 = 5,56 m

#. Tulangan 01- !#"

Jumlah Tulangan =$" x 2% x 1 = 8 tulangan


" tulangan mengguna'an -i-a #ari tulangan 015 $a% = 1,9 m

-i-a/ tulangan = 1,9 * 1,9 = 0 m

Total -i-a = 0 x " = 0 m

&i-a Tulangan = 8 " = " tulangan

1 lente #iguna'an untu' " tulangan #engan -i-a / lente = 11,95 * " x 1,9 =

6,9 m !5i5a ter6a&ai untu& tulangan 01 !$""

Jumlah (ente =4

4=1 lente

Total -i-a = 1 x 6,9 = 6,9 m

29

b


30/40

Ta#el Bar Bending Scheduler Tulangan Diameter 1 mm

30


31/40

+. Tulangan Diameter 10 mm

A. Pelat Lantai Arah (emen%e& !2"






1 Tulangan 016 $a.a%

Panjang Tulangan ¿11,589m



Total -i-a tulangan ¿200 lente x 0,61 = +2,2 m

2 Tulangan 01+ $a.%

Panjang Tulangan ¿11,491m1 lente #iguna'an untu' 1 tulangan elat lantai #engan -i-a/lente7¿11,95−11,491=0,459m



B. Arah (eman)ang






Tulangan 018 $a. .a%

31

b

aa

a


32/40

Panjang Tulangan ¿11,354m


Jumlah lente

¿95 lente


" Tulangan 019 $a%

Panjang Tulangan = 11,724m


Jumlah lente = 95 lente


Ta#el Bar Bending Scheduler Tulangan Diameter 10 mm

,. Tulangan Diameter mm

a. Tulangan 01 !a#$%"

32


33/40



Jumlah 'olom = 20 'olom

Total &eng'ang/ 'olom = "9 tulangan

Total Tulangan &eng'ang 'olom = 20 x "9 = 980 tulangan

Panjang &eng'ang = 1,+6" m

1 lente #iguna'an untu' 6 tulangan -eng'ang = 6 x 1,+6" m = 10,58" m

Jumlah (ente = 980/ 6 = 16, 16 ! 1 lente = 16" lente

&i-a/ lente $untu' 16 lente% = 11,95 * 10,58" = 1,66 m

Total &i-a Tulangan = 16 x 1,66 = 222,658 m

&i-a -eng'ang = 980 * 16x6 = 2 -eng'ang

1 lente #iguna'an untu' 2 tulangan -eng'ang = 2 x 1,+6" m = ,528 m

&i-a/ lente $untu' 1 lente% = 11,95 * ,528 = 8,"22 m!5i5a ter6a&ai"

Total &i-a Tulangan = 1 x 8,"22 = 8,"22 m

#. Tulangan 0 !a#$%"

Jumlah &eng'ang/ ortal memanjang = 8 x " = 152 tulangan


Total Tulangan &eng'ang untu' -eluruh .alo' in#u' = $152 x "% ! $+1 x 5% =

96 tulangan

Panjang &eng'ang= 1,+6" m

1 lente #iguna'an untu' 6 tulangan -eng'ang = 6 x 1,+6" m = 10,58" m

Jumlah (ente = 96/ 6 = 160,5 160 ! 1 lente = 161 lente

&i-a/ lente $untu' 160 lente% = 11,95 * 10,58" =1,66 m

33


34/40


&i-a -eng'ang = 96 * 160x6 = -eng'ang

tulangan mengguna'an -i-a #ari tulangan -eng'ang 'olom $&KK% = 8,"22 m

&i-a/ tulangan = 8,"22 * x1,+6" = ,1 m

Total -i-a = 1 x ,1 = ,1 m

$. Tulangan 0+ !a#$%"



Total Tulangan &eng'ang untu' -eluruh .alo' ana' = +1 x " = 28" tulangan

Panjang &eng'ang = 1,16" m

1 lente #iguna'an untu' 10 tulangan -eng'ang = 10 x 1,16" m = 11,6"0 m

Jumlah (ente = 28"/ 10 = 28," 28 ! 1 lente = 29 lente

&i-a/ lente $untu' 28 lente% = 11,95 * 11,6"0 = 0,1 m


&i-a -eng'ang = 28" * 28x10 = " -eng'ang

1 lente #iguna'an untu' " tulangan -eng'ang = " x 1,16" m = ",656 m

&i-a/ lente $untu' 1 lente% = 11,95 * ",656 = +,29" m

Total &i-a Tulangan = 1 x +,29" = +,29" m

Ta#el Bar Bending Scheduler Tulangan Diameter mm

34


35/40

35


36/40

BAB I8

KESI(PULAN

er#a-ar'an erhitungan tulangan ang telah #ila'u'an, ma'a #i#aat #ata

-e.agai .eri'ut7

36


37/40

37


38/40

er#a-ar'an ta.el #iata- ma'a #i#aat 'e-imulan .aha -i-a tulangan #iameter 10

mm #an 16 mm le.ih 'e4il #ari 10: -ehingga #i'ategori'an hemat #alam

ema'aianna -e#ang'an -i-a tulangan #iameter 8 mm #an 19 mm le.ih .e-ar #ari

10: -ehingga tulangan ang #ia'ai ter-e.ut #i'ategori'an .oro- #alam

ema'aianna

38


39/40

DA9TAR PUSTAKA

&; 0+20522002 Baja Tulangan Beton

&; 28"+7201. Persyaratan beton struktural untuk bangunangedung

39


40/40

Bar Bending Scheduler

Documents

Transcript of Bar Bending Scheduler