pembesian

Back - up Data Quantity Volume Calculation 7.3 (4) Reinforcing Steel Deformed Bars U-39

c b

b a

a

a

a b

b

E a

Description

PLAT DECKER PER METER

Type

A B

Diameter

Dimention (cm)

(mm)

a

b

c

12 12

5 5

15 155

155

d

e

PANJANG

C D

12 10

5 100

15

ANGKUR

E

10

5

20

38.75

21.2

47.5

5

TOTAL CUMULATIVE

Reinforceed Steel U-39

( Ln.M) (Cu.M)

Vol Concrete K-250

Reinforced Steel U-39 for Plat Decker

44.71 139.72

Kg Kg

336.74

Cu.M

=

47,049.58

Back - up Data Quantity Volume Calculation 7.3 (4) Reinforcing Steel Deformed Bars U-39

c b

b a

a

a

a b

b

D a

Description

Type

Diameter

Dimention (cm)

(mm)

a

b

c 155

PLAT DECKER

A

10

5

15

PER METER

B

10

5

155

PANJANG

C

8

100

d

e

ANGKUR

D

10

5

20

5

TOTAL CUMULATIVE

Reinforceed Steel U-39

( Ln.M) (Cu.M)

Vol Concrete K-250

Reinforced Steel U-39 for Plat Decker

67.41 210.66

Kg Kg

10.9

Cu.M

=

2,296.16

Back - up Data Quantity Volume Calculation 7.3 (4) Reinforcing Steel Deformed Bars U-39

D10-150

0.25 m

0.25 m

D12-150

1.60 m

0.20 m

0.20 m

Description

BEAM CONCRETE

Type

A B

Diameter

Dimention (cm)

(mm)

a

b

c

10 12

15 155

40 10

10

d

e

TOTAL CUMULATIVE

Plat Decker K-250 L = t = P =

160 20 100

cm cm cm

D a A

c a

B

c d

b

d e

a

a

Quantity

Unit

(kg)

Weight / unit (kg)

0.888 0.888

10.39 8.79

1 1

m m

Length

Amount

Weight/m'

(cm)

(bh)

195 165

6 6

C

b

Calculation Quantity (kg) 10.39 8.79

207.4 100

6 23

0.888 0.617

11.05 14.18

1 1

m m

11.05 14.18

25

2

0.617

0.31

1

bh

0.31

TOTAL UMULATIVE

44.71 44.71

Kg

Plat Decker K-250 L = t = P =

25 10 100

cm cm cm

C

a A

a

B

Quantity

Unit

(kg)

Weight / unit (kg)

6

0.617

7.21

1

m

7.21

165

6

0.617

6.10

1

m

6.10

100

23

0.395

9.07

1

m

9.07

Length

Amount

Weight/m'

(cm)

(bh)

195

Calculation Quantity (kg)

25

TOTAL UMULATIVE

2

0.617

0.31

1

bh

0.31

22.70 67.41

Kg

D10-150

0.20

a

b

A

b c

0.15

1.60 m

B a

b

b

Quantity

Unit

(kg)

Weight / unit (kg)

0.617 0.888

4.75 11.72

67 67

bh bh

Length

Amount

Weight/m'

(cm)

(bh)

70 330

11 4

Calculation Quantity (kg) 318.31 785.35

TOTAL UMULATIVE

1,103.66 1,103.66

5.35 9.25 213.7147632 42.74295264

6.7

651,518.45

698,568.03 47,049.58 2,296.16 1,103.66 50,449.39

5.35 9.25 213.7147632 42.74295264

6.7

0.00

2,296.16

49,345.74

700,864.19

10.66667 13.66667

5.35 9.25

213.7147632 42.74295264

6.7

#REF! 1,103.66

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