Konversi Besi Tulangan Ke Tulangan

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Perhitungan Konversi Tulangan Balok Podium Lantai 6 Parkland Avenue BSD Serpong

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Tulangan Tulangan Awal Awal 8

Ø

8 D

22

Mutu tulangan (olos !Ø$ Mutu tulangan deform / ulir Mutu tulangan deform / ulir

fyp fyd fyw

= = =

As As butuh

= 3,041,061.69 = As!f"/f"#$ = 3,041,061.69 = 3,118,816.11 = %%,%&4.42 = %%,%&4.42 = ' = '

mm2

=

mm2

2,400.00 4,000.00 4,000.00

kg/cm2 kg/cm2 kg/cm2

PERHITUNGAN KONVERSI TULANGAN BALOK

Untuk 8 D22

Luas tulangan D22 Luas tulangan D19 Maka digunakan D19

11

D

19

Tambahan Tambahan tulangan tulangan kn!"nsinal kn!"nsinal #

Maka digunakan

D

#

11D19

As As As As As

w w sisa k sisa k w

Astp

D22

D! %"mat )*

&&'&()*)2

mm2

3,118,816.11

mm2 mm2 mm2 mm2 mm2 mm2

D22

D! %"mat )*

&&'&()*)2

mm2

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Tulangan Awal &

Ø

& D

22


fyp fyd fyw

= = =

As As butuh

= 2,660,928.98 = As!f"/f"#$ = 2,660,928.98 = 2,&&1,%&8.63 = !109,1%0.34$ = !109,1%0.34$ = 132,%32.29 = 132,%32.29

2,400.00 4,000.00 4,000.00



Untuk % D22


9

D

19

1

D

1+

Tambahan tulangan kn!"nsinal

Maka digunakan

9D19 + 1D13

As As As As As

w w sisa k sisa k w

Astp

=

2,684,490.92

mm2 mm2 mm2 mm2 mm2 mm2 mm2 mm2

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DATA AWAL

Tulangan Awal &

Ø

& D

22


fyp fyd fyw

= = =

As As butuh

= 2,660,928.98 = As!f"/f"#$ = 2,660,928.98 = 2,&&1,%&8.63 = !109,1%0.34$ = !109,1%0.34$ = 132,%32.29 = 132,%32.29

2,400.00 4,000.00 4,000.00



Untuk % D22


9

D

19

1

D

1+


Maka digunakan

9D19 + 1D13

w w sisa k sisa k w

Astp

D22

D! " D# %"mat )*

As As As As As

2+'(,1*9)

mm2

=

2,684,490.92


D22

D! " D# %"mat )*

2+'(,1*9)

mm2

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DATA AWAL

Tulangan Awal ,

Ø

, D

22

Mutu tulangan (olos ! Ø$ Mutu tulangan deform / ulir Mutu tulangan deform / ulir

fyp fyd fyw

= = =

As As butuh

= 2,280,%96.2% = As!f"/f"#$ = 2,280,%96.2% = 2,268,229.90 = !12,&66.3%$ = !12,&66.3%$ = %8,&39.82 = %8,&39.82

2,400.00 4,000.00 4,000.00



Untuk 6 D22


8

D

19

1

D

1-


Maka digunakan

8D19 + 1D10

As As As As As

w w sisa k sisa k w

Astp

=

2,346,%69.%1


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DATA AWAL

Tulangan Awal ,

Ø

, D

22


fyp fyd fyw

= = =

As As butuh

= 2,280,%96.2% = As!f"/f"#$ = 2,280,%96.2% = 2,268,229.90 = !12,&66.3%$ = !12,&66.3%$ = %8,&39.82 = %8,&39.82

2,400.00 4,000.00 4,000.00



Untuk 6 D22


8

D

19

1

D

1-


Maka digunakan

8D19 + 1D10

w w sisa k sisa k w

Astp

D22

D! " D$ %"mat )*

As As As As As

,('9&+*)(

mm2

=

2,346,%69.%1


D22

D! " D$ %"mat )*

,('9&+*)(

mm2

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Tulangan Awal )

Ø

) D

22


fyp fyd fyw

= = =

As As butuh

= 1,&20,&30.84 = As!f"/f"#$ = 1,&20,&30.84 = 1,41%,643.68 = !102,88%.16$ = !102,88%.16$ = 132,%32.29 = 132,%32.29

2,400.00 4,000.00 4,000.00



Untuk 4 D22


(

D

19

1

D

1+


Maka digunakan

5D19 + 1D13

As As As As As

w w sisa k sisa k w

Astp

=

1,&&0,3%&.9%


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DATA AWAL

Tulangan Awal )

Ø

) D

22


fyp fyd fyw

= = =

As As butuh

= 1,&20,&30.84 = As!f"/f"#$ = 1,&20,&30.84 = 1,41%,643.68 = !102,88%.16$ = !102,88%.16$ = 132,%32.29 = 132,%32.29

2,400.00 4,000.00 4,000.00



Untuk 4 D22


(

D

19

1

D

1+


Maka digunakan

5D19 + 1D13

w w sisa k sisa k w

Astp

D22

D! " D# %"mat )*

As As As As As

29'8)(*1+

mm2

=

1,&&0,3%&.9%


D22

D! " D# %"mat )*

29'8)(*1+

mm2

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DATA AWAL

Tulangan Awal +

Ø

+ D

22


fyp fyd fyw

= = =

As As butuh

= 1,140,398.13 = As!f"/f"#$ = 1,140,398.13 = 1,134,114.9& = !6,283.19$ = !6,283.19$ = %8,&39.82 = %8,&39.82

2,400.00 4,000.00 4,000.00



Untuk 3 D22


)

D

19

1

D

1-


Maka digunakan

4D19 + 1D10

As As As As As

w w sisa k sisa k w

Astp

=

1,212,6&4.%6


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Tulangan Awal +

Ø

+ D

22


fyp fyd fyw

= = =

As As butuh

= 1,140,398.13 = As!f"/f"#$ = 1,140,398.13 = 1,134,114.9& = !6,283.19$ = !6,283.19$ = %8,&39.82 = %8,&39.82

2,400.00 4,000.00 4,000.00



Untuk 3 D22


)

D

19

1

D

1-


Maka digunakan

4D19 + 1D10

w w sisa k sisa k w

Astp

D22

D! " D$ %"mat )*

As As As As As

&2'2(,*,+

mm2

=

1,212,6&4.%6


D22

D! " D$ %"mat &2'2(,*,+

)*

mm2

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Perhitungan Konversi Tulangan Plat Konvensional %en&adi 'iremesh Pem(angunan )estive 'alk Kara*ang

DATA LANTAI

Ø

Tulangan plat kn!"nsinal D 1# 1(Mutu tulangan (olos !Ø$ Mutu tulangan deform / ulir !D$

Mutu tulangan wi."m"sh

fyp fyd fyw

= = =

As As butuh

= &23.60 = As!f"/f"#$ = 418.88 = 33&.10 = 83.%8 = 104.%2 = 104.%2 = 83.%8

mm2

=

mm2

2,400.00 4,000.00 &,000.00


PERHITUNGAN KONVERSI TULANGAN KE WIRE MESH

Untuk D10'1&0

Luas tulangan kn!"nsinal Luas tulangan wi."m"sh yang dibutuhkan Maka digunakan wi."m"sh

M

8

#

1(-

D

1-

#

&(-


Maka digunakan

M8 - 150 + D10 - 50

As As As As As

w w sisa k sisa k w

Astp

418.88


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DATA LANTAI

Ø

Tulangan plat kn!"nsinal D 1# 1(Mutu tulangan (olos !Ø$ Mutu tulangan deform / ulir !D$


fyp fyd fyw

= = =

As As butuh

= &23.60 = As!f"/f"#$ = 418.88 = 33&.10 = 83.%8 = 104.%2 = 104.%2 = 83.%8

mm2

=

mm2

2,400.00 4,000.00 &,000.00



Untuk D10'1&0


M

8

#

1(-

D

1-

#

&(-


Maka digunakan

M8 - 150 + D10 - 50

#

w w sisa k sisa k w

Astp

%"mat )*

As As As As As

mm2

418.88


%"mat #

)*

mm2

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DATA LANTAI

Ø

Tulangan plat kn!"nsinal D 1# +-Mutu tulangan (olos !Ø$ Mutu tulangan deform / ulir !D$


fyp fyd fyw

= = =

As As butuh

= 261.80 = As!f"/f"#$ = 209.44 = 188.&0 = 20.94 = 26.18 = 3%.%0 = 30.16

mm2

=

mm2

2,400.00 4,000.00 &,000.00



Untuk D10'300


M

,

#

1(-

D

,

#

&(-


Maka digunakan

M) - 150 + D) - 50

As As As As As

w w sisa k sisa k w

Astp

218.6&


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DATA LANTAI

Tulangan plat kn!"nsinal D 1# +-Ø Mutu tulangan (olos !Ø$ Mutu tulangan deform / ulir !D$


fyp fyd fyw

= = =

As As butuh

= 261.80 = As!f"/f"#$ = 209.44 = 188.&0 = 20.94 = 26.18 = 3%.%0 = 30.16

mm2

=

mm2

2,400.00 4,000.00 &,000.00



Untuk D10'300


M

,

#

1(-

D

,

#

&(-


Maka digunakan

M) - 150 + D) - 50

As As As As As

w w sisa k sisa k w

Astp

218.6&


%"mat )*

9*22 mm2

Konversi Besi Tulangan Ke Tulangan

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