Deck Sheets

“BANSAL” - METAL DECK PANEL 53.320.972

“Bansal” Deck sheets are designed keeping in mind maximum load bearing factor at optimal cost.

It is available in different grades and variants. High tensile grade, Different GSM and coated deck sheets are some of the option available.

Benefits:

  • Acts as composite member and as permanent shuttering
  • No Major Reinforcement required.
  • Deck panel can be used as working platform during construction
  • Speedy construction enables faster completion of project thus reduces the construction time hence cost.

 

TECHNICAL DATA SHEET:

 

 

 

 

 

 

Top in compression

Bottom  in Compression

 

Base Metal

Nominal Thickness (T)

Cover Width

Nominal Weight

Nominal Area

Full Section (lx)

Itx

Sx-Top

Sx-Bot

Matx

Ibx

Sx-Top

Sx-Bot

Mahx

Web Shear (Va)

 

mm

mm

Kg

Cm²

Cm4

Cm3

Cm3

Cm3

kNm

Cm4

Cm3

Cm3

(kNm)

(kN)

Steel

0.80

953

7.66

10.00

56.89

49.54

12.57

18.28

1.87

48.1

14.44

14.49

2.15

24.98

Steel

1.00

953

9.58

12.49

70.69

66.4

17.43

22.83

2.59

65.26

18.58

20.38

2.76

32.48

Steel

1.20

953

11.49

14.97

84.34

83.5

22.49

27.21

3.34

82.39

22.63

26.24

3.36

38.71

Steel

1.50

953

14.37

18.67

104.51

104.51

28.16

32.97

4.19

104.11

28.15

32.73

4.18

47.9

                             
                             

Allowable Uniform Loads (kN/m²)

         

Limit Defelection =  Span/180

 
                             

Base Metal

Nominal Thickness (T)   (mm)

No. of Spans

Load Case

S P A N    I N     M E T E R S

 

0.80

1.00

1.25

1.50

1.75

2.00

2.25

2.50

2.75

3.00

 

STEEL

0.8

1

D + L

23.36

14.95

9.57

6.65

4.88

3.74

2.95

2.29

1.98

1.66

 

2

D + L

23.64

15.78

10.4

7.34

5.45

4.2

3.33

2.71

2.24

1.89

 

3

D + L

28.20

19.08

12.7

9.02

6.72

5.2

4.13

3.36

2.79

2.35

 

STEEL

1.00

1

D + L

32.38

20.72

13.26

9.21

6.77

5.18

4.09

3.32

2.74

2.27

 

2

D + L

30.47

20.32

13.38

9.44

7.01

5.4

4.29

3.48

2.89

2.43

 

3

D + L

36.37

24.59

16.36

11.61

8.65

6.69

5.32

4.33

3.59

3.02

 

STEEL

1.20

1

D + L

41.75

26.72

17.1

11.88

8.72

6.68

5.28

4.28

3.51

2.71

 

2

D + L

36.92

24.66

16.25

11.48

8.52

6.57

5.21

4.24

3.51

2.96

 

3

D + L

44.00

29.8

19.85

14.11

10.52

8.13

6.47

5.26

4.37

3.68

 

STEEL

1.50

1

D + L

52.38

33.52

21.45

14.9

10.95

8.38

6.62

5.36

4.35

3.35

 

2

D + L

45.87

30.65

20.21

14.27

10.59

8.17

6.48

5.27

4.37

3.68

 

3

D + L

54.65

37.03

24.67

17.54

13.08

10.11

8.04

6.55

5.43

4.58

 
Request for Quote
close slider

Request for Quote