WIKA Bridge Products

B R I D G E C ON C RE T E PRODUCTS DESCRIPTION Type of girder

:

Prestressing Prestressi ng system Production system

: :

PC I Girder PC U Girder PC Voided Slab Post-tension, Pretension Segmental, Non-segmental

DESIGN AND MANUFACTURING REFERENCE Design

Manufacturing

SNI 03-1725-1989 BMS 7 - 1992 AASHTO - 1992 ACI 318 - 2002 SNI 03-2847-2002 WIKA BETON-09-IK-005

Recommendation for Design Loading of Highway Bridges Bridge Design Code Standard Specification for Highway Bridges Building Code Requirements for Structural Concrete Indonesian Concrete Code Girder Manufacturing Work Instruction

PC I-GIRDE I- GIRDER R SHAPE AND AND DIME DIMENS NSIION Height (H) (cm)

(ton/m)

Wa

Wb

hf1

hf2

hf3

hf4

h web

t web

90

0.788

350

650

75

75

100

125

525

170

125

0.936

350

650

75

75

100

125

875

170

160

1.297

550

650

125

75

100

225 225

1075

180

140

1.524

800

700

200

120

250

250 250

700

200

170

1.674

800

700

200

120

250

250

1000

200

210

1.874

800

700

200

120

250

250

1400

200

230

1.974

800

700

200

120

250

250

1600

200

Weight

Notation (mm)

PC I-GIRDER CLASSIFICATION Beam spacing (cm) Span (m)

Beam spacing (cm) Span (m)

A - Class (Cube : 800 kg/cm2) H-90

H-125

16

185

230

17

140

18 19

H-140

H-160

H-170

H-210

H-230

B - Class (Cube : 500 kg/cm2) H-90

H-125

H-140

H-160

16

185

230

230

17

140

230

140

230

18

140

230

140

230

19

230

20

230

20

21

230

22

H-170

H-210

185

230

230

21

185

230

230

230

22

140

230

230

23

230

23

140

230

230

24

185

230

230

24

140

230

230

25

185

230

230

25

230

230

26

140

230

230

26

185

230

27

140

230

230

27

185

185

230

28

140

230

230

28

185

185

230

29

185

230

29

140

185

230

30

185

230

30

140

140

230

31

185

230

31

140

140

230

32

140

230

32

140

140

185

230

33

140

230

33

140

140

185

230

34

140

230

34

185

230

H-230

35

185

230

35

140

230

36

185

230

36

140

230

37

185

230

37

140

185

230

38

140

185

230

38

140

185

230

39

140

185

230

39

140

185

230

40

140

140

230

40

185

185

41

140

140

230

41

140

185

42

140

140

230

42

140

185

43

140

140

230

43

140

185

140

230

44

140

140

140

140

44 45

185

230

45

46

185

230

46

140

47

185

230

47

140

48

185

185

48

140

49

185

185

49

50

140

185

50

51

140

185

51

52

140

140

52

PC U-GIRDER SHAPE AND DIMENSION

Height (H)

Weight

Notation (mm)

(cm)

(ton/m)

hf1

hf2

hw1

hw2

t web

Wa

Wb

120

2.273

170

100

130

800

300

1000

1720

130

2.422

170

100

230

800

300

1000

1720

140

2.572

170

100

330

800

300

1000

1720

165

2.948

170

100

130

1250

300

1000

1900

175

3.098

170

100

230

1250

300

1000

1900

185

3.248

170

100

330

1250

300

1000

1900

34

35

36

37

38

39

40

41

√

√

√

√

√

√

√

√

PC U-GIRDER CLASSIFICATION Standard distance center to center: 310 cm

Height (H)

Span (m)

(cm)

21

22

23

24

25

26

27

28

29

120











√

√

√

√











√

√







130 140 165









30

31

32

33

√

√

√

√ √ 

175









√



















185 Note:

42





√

√ : Concrete compressive strength 800 kg/cm2 (cube) :

Concrete compressive strength 600 kg/cm2 (cube)

PC VOIDED SLAB SHAPE AND DIMENSION Height (H)

Weight

Notation (mm)

(cm)

(ton/m)

h1

h2

h3

Wa

Wb

D

57

1.070

430

40

100

910

970

250

62

1.075

480

40

100

910

970

300

67

1.166

530

40

100

910

970

300

Height (H) (cm)

Span (m) 5

6

7

8

9

10

11

12

13

14

15

16

17

57



 

 √

62



 

  √

66



 

  √

Note:

√

: Concrete compressive strength 800 kg/cm2 (cube)



: Concrete compressive strength 500 kg/cm2 (cube)