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DURODEK™ Load Span Table

 

 

Without Bottom Reinforcement

 

Imposed

Load

Slab

Depth

Span (m) for fire rating period and reinforcing mesh as indicated below

 

1.0 Hours

1.5 Hours

2.0 Hours

 

kN/m˛

mm

A6

A7

A8

A6

A7

A8

A6

A7

A8

 

2.5

100

4.30

4.77

5.23

3.93

4.34

4.74

x

x

x

 

2.5

110

4.33

4.84

5.35

4.09

4.57

5.03

x

x

x

 

2.5

120

4.36

4.88

5.41

4.15

4.67

5.18

3.93

4.40

4.87

 

2.5

125

4.37

4.90

5.43

4.17

4.69

5.22

3.98

4.48

4.96

 

2.5

130

4.38

4.92

5.46

4.18

4.72

5.25

4.03

4.54

5.04

 

2.5

150

4.41

4.98

5.54

4.24

4.80

5.35

4.10

4.65

5.20

 

2.5

170

-

5.03

5.61

-

4.86

5.44

-

4.73

5.30

 

2.5

200

-

5.09

5.70

-

4.94

5.55

-

4.83

5.43

 

5.0

100

3.56

3.95

4.34

3.26

3.60

3.93

x

x

x

 

5.0

110

3.62

4.05

4.47

3.42

3.82

4.21

x

x

x

 

5.0

120

3.67

4.11

4.55

3.50

3.93

4.37

3.31

3.71

4.11

 

5.0

125

3.69

4.14

4.59

3.52

3.97

4.41

3.36

3.78

4.19

 

5.0

130

3.71

4.17

4.63

3.55

4.00

4.45

3.42

3.85

4.28

 

5.0

150

3.79

4.27

4.76

3.64

4.12

4.59

3.52

3.99

4.46

 

5.0

170

-

4.36

4.87

-

4.22

4.72

-

4.11

4.60

 

5.0

200

-

4.47

5.01

-

4.34

4.87

-

4.25

4.77

 

7.5

100

3.11

3.45

3.79

2.84

3.14

3.43

x

x

x

 

7.5

110

3.18

3.55

3.92

3.00

3.35

3.69

x

x

x

 

7.5

120

3.23

3.62

4.01

3.08

3.46

3.84

2.91

3.27

3.61

 

7.5

125

3.26

3.65

4.05

3.11

3.50

3.89

2.97

3.34

3.70

 

7.5

130

3.28

3.68

4.09

3.14

3.53

3.93

3.02

3.40

3.78

 

7.5

150

3.37

3.80

4.23

3.24

3.66

4.09

3.14

3.55

3.97

 

7.5

170

-

3.90

4.36

-

3.78

4.22

-

3.68

4.12

 

7.5

200

-

4.04

4.52

-

3.92

4.40

-

3.83

4.30

 

10.0

100

2.79

3.10

3.40

2.56

2.83

3.09

x

x

x

 

10.0

110

2.86

3.20

3.53

2.78

3.02

3.32

x

x

x

 

10.0

120

2.92

3.27

3.62

2.78

3.13

3.47

2.63

2.95

3.26

 

10.0

125

2.95

3.30

3.66

2.81

3.16

3.52

2.68

3.02

3.35

 

10.0

130

2.97

3.34

3.70

2.84

3.20

3.56

2.73

3.08

3.42

 

10.0

150

3.07

3.46

3.85

2.95

3.33

3.72

2.85

3.23

3.61

 

10.0

170

-

3.57

3.98

-

3.45

3.86

-

3.36

3.76

 

10.0

200

-

3.71

4.15

-

3.60

4.04

-

3.52

3.95

 

15.0

100

2.37

2.63

2.89

2.17

2.40

2.62

x

x

x

 

15.0

110

2.44

2.73

3.01

2.30

2.57

2.83

x

x

x

 

15.0

120

2.50

2.80

3.10

2.38

2.67

2.97

2.25

2.52

2.79

 

15.0

125

2.52

2.83

3.14

2.41

2.71

3.01

2.30

2.58

2.86

 

15.0

130

2.55

2.86

3.18

2.44

2.74

3.05

2.34

2.64

2.93

 

15.0

150

2.64

2.98

3.32

2.54

2.87

3.21

2.46

2.79

3.12

 

15.0

170

-

3.09

3.45

-

2.99

3.34

-

2.91

3.26

 

15.0

200

-

3.24

3.62

-

3.14

3.53

-

3.07

3.45

 

 

 

 

 

 

 

 

 

 

 

 

 

Notes:

'x' indicates this slab depth is insufficient for the stated fire resistance.

'-' indicates this mesh is insufficient for the stated slab thickness.

Mesh top cover 25mm at supports. Allow to sag 15mm mid span, Yield strength 485mPa.

Concrete strength minimum 25Mpa

Minimum decking thickness 0.75mm. Yield strength 550 MPa or 1.2 mm thickness. Yield strength 350 MPa.

 

Limits

Maximum period of fire resistance,: 2 hours.

Slabs require full continuity at support. Designer must ensure this is provided at end spans.

 

Remarks

Table is verified and derived by BRANZ in accordance to British Standards.

References are made to BRANZ report FR2507, 98/1314, SC1073.

 

 

DURODEK

 

 
 General Information
 Product Benefits
 Material Specification
 Section Properties
 Load Span Table
 General Installation
 

 

        

   

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