Design Report - Chapter 4

CALCULATED BENDING MOMENTS OF SLAB PANELS - TYPICAL FLOOR

Type of Panel

2600 2700 1.04

Short Span Edge -0.051

8.80

-3.03

Short Span Mid 0.038 2.26

Long Span Edge 0.045 -2.68

Long Span Mid 0.034 2.02

2700 3050 1.13

Short Span Edge -0.051

9.60

-3.57

Short Span Mid 0.038 2.66

Long Span Edge -0.037 -2.59

Long Span Mid 0.028 1.96

1000 2700 2.70Short Span Mid 0.063

9.600.60

Short Span Edge -0.063 -0.60

1000 2700 2.70Short Span Mid 0.063

9.600.60

Short Span Edge -0.063 -0.60

2700 3050 1.13

Short Span Edge -0.051

9.60

-3.57

Short Span Mid 0.038 2.66

Long Span Edge -0.037 -2.59

Long Span Mid 0.028 1.96

2600 2700 1.04

Short Span Edge -0.051

8.80

-3.03

Short Span Mid 0.038 2.26

Long Span Edge 0.045 -2.68

Long Span Mid 0.034 2.02

2600 2700 1.04

Short Span Edge -0.043

8.80

-2.56

Short Span Mid 0.032 1.90

Long Span Edge -0.037 -2.20

Long Span Mid 0.028 1.67

2700 4050 1.50 Interior Panel

Short Span Edge -0.053

9.60

-3.71

Short Span Mid 0.040 2.80

Long Span Edge -0.032 -2.24

Long Span Mid 0.024 1.68

2700 4050 1.50 Interior Panel

Short Span Edge -0.053

9.60

-3.71

Short Span Mid 0.040 2.80

Long Span Edge -0.032 -2.24

Long Span Mid 0.024 1.68

2600 2700 1.04

Short Span Edge -0.043

8.80

-2.56

Short Span Mid 0.032 1.90

Long Span Edge -0.037 -2.20

Long Span Mid 0.028 1.67

1800 6650 3.69Short Span Mid 0.063

11.202.29

Short Span Edge -0.063 -2.29

Slab Panel

Lx (mm)

Ly (mm) Ly/Lx

Bending Moment Coefficients (β)

Design Load

(kN/m2)

Calculated Bending

Moment (kNm/m)

S1

Two Adjacent Edges

Discontinuous

S2One Long Edge Discontinuous

S3 One Way Slab Panel

S4 One Way Slab Panel

S5One Long Edge Discontinuous

S6

Two Adjacent Edges

Discontinuous

S7One Long Edge Discontinuous

S8

S9

S10One Long Edge Discontinuous

S11 One Way Slab Panel

Design Report - Chapter 4

Type of PanelSlab Panel

Lx (mm)

Ly (mm) Ly/Lx

Bending Moment Coefficients (β)

Design Load

(kN/m2)

Calculated Bending

Moment (kNm/m)

1800 6650 3.69Short Span Mid 0.063

11.202.29

Short Span Edge -0.063 -2.29

2700 3850 1.43

Short Span Edge -0.056

11.20

-4.57

Short Span Mid 0.042 3.43

Long Span Edge -0.037 -3.02

Long Span Mid 0.028 2.29

2600 2700 1.04 Interior Panel

Short Span Edge -0.033

8.80

-1.96

Short Span Mid 0.026 1.55

Long Span Edge -0.032 -1.90

Long Span Mid 0.024 1.43

2700 4050 1.50

Short Span Edge -0.058

9.60

-4.06

Short Span Mid 0.043 3.01

Long Span Edge -0.037 -2.59

Long Span Mid 0.028 1.96

2650 2700 1.02

Short Span Edge -0.058

11.20

-4.56

Short Span Mid 0.043 3.38

Long Span Edge -0.045 -3.54

Long Span Mid 0.034 2.67

2600 2700 1.04

Short Span Edge -0.041

8.80

-2.44

Short Span Mid 0.031 1.84

Long Span Edge -0.037 -2.20

Long Span Mid 0.028 1.67

2700 3050 1.13

Short Span Edge -0.051

9.60

-3.57

Short Span Mid 0.038 2.66

Long Span Edge -0.037 -2.59

Long Span Mid 0.028 1.96

1000 2700 2.70Short Span Mid 0.086

9.600.83

Short Span Edge -0.086 -0.83

S12 One Way Slab Panel

S13One Short Edge Discontinuous

S14

S15One Short Edge Discontinuous

S16

Two Adjacent Edges

Discontinuous

S17One Short Edge Discontinuous

S18One Long Edge Discontinuous

S19 One Way Slab Panel

CALCULATED BENDING MOMENTS OF SLAB PANELS - TYPICAL FLOOR

Type of Panel

4225 5225 1.24

Short Span Edge -0.065

11.56Short Span Mid 0.049

Long Span Edge -0.045

Long Span Mid 0.034

4225 5225 1.24

Short Span Edge -0.050

11.56Short Span Mid 0.037

Long Span Edge -0.037

Long Span Mid 0.028

4225 5225 1.24

Short Span Edge -0.050

11.56Short Span Mid 0.037

Long Span Edge -0.037

Long Span Mid 0.028

4225 5225 1.24

Short Span Edge -0.065

11.56Short Span Mid 0.049

Long Span Edge -0.045

Long Span Mid 0.034

3000 7975 2.66 One Way Slab PanelShort Span Mid 0.063

13.96Short Span Edge -0.063

4225 4500 1.07

Short Span Edge -0.035

13.96Short Span Mid 0.034

Long Span Edge -0.037

Long Span Mid 0.028

4225 4500 1.07 Interior Panel

Short Span Edge -0.035

13.96Short Span Mid 0.027

Long Span Edge -0.032

Long Span Mid 0.024

4225 4500 1.07 Interior Panel

Short Span Edge -0.035

13.96Short Span Mid 0.027

Long Span Edge -0.032

Long Span Mid 0.024

4225 4500 1.07 Interior Panel

Short Span Edge -0.035

13.96Short Span Mid 0.027

Slab Panel

Lx (mm)

Ly (mm) Ly/Lx

Bending Moment Coefficients (β)

Design Load

(kN/m2)

S1

Two Adjacent Edges

Discontinuous

S2One short Edge Discontinuous

S3One short Edge Discontinuous

S4

Two Adjacent Edges

Discontinuous

S5

S6

Interior Panel/one long edge

discontinuous

S7

S8

S9

4225 4500 1.07 Interior PanelLong Span Edge -0.032

13.96

Long Span Mid 0.024

3225 4500 1.40

Short Span Edge -0.074

13.96Short Span Mid 0.055

Long Span Edge -0.045

Long Span Mid 0.034

4225 5225 1.24

Short Span Edge -0.065

12.36Short Span Mid 0.049

Long Span Edge -0.045

Long Span Mid 0.034

4225 5225 1.24

Short Span Edge -0.050

11.56Short Span Mid 0.037

Long Span Edge -0.037

Long Span Mid 0.028

4225 5225 1.24

Short Span Edge -0.050

13.96Short Span Mid 0.037

Long Span Edge -0.037

Long Span Mid 0.028

4225 5225 1.24

Short Span Edge -0.050

11.56Short Span Mid 0.037

Long Span Edge -0.037

Long Span Mid 0.028

3225 5225 1.62

Short Span Edge -0.082

11.56Short Span Mid 0.062

Long Span Edge -0.045

Long Span Mid 0.034

S9

S10

Two Adjacent Edges

Discontinuous

S11

Two Adjacent Edges

Discontinuous

S12One Short Edge Discontinuous

S13One Short Edge Discontinuous

S14One Short Edge Discontinuous

S15

Two Adjacent Edges

Discontinuous

CALCULATED BENDING MOMENTS OF SLAB PANELS - TYPICAL FLOOR

-13.5016.78

0 -12.10

10.03 10.73 -

-9.2911.66

0 -8.47

7.02 7.42

-10.2417.91

-12.1 -9.31

7.68 7.21 -

-7.64 0 -7.64

5.78 5.78

-10.2417.91

-9.31 -12.1

7.68 7.21

-7.64 0 -7.64

5.78 5.78

-13.5016.78

-12.1 0

10.03 10.73-9.29

11.660 -8.07

7.02 7.62

7.92 7.92

-7.92 -7.92 -7.92

-8.77 -8.77 -8.77

8.52 8.52

-9.2216.20

-8.47 -12.61

6.98 5.66

-8.77 -8.77 -8.77

6.68 6.68

-7.97 -7.97 -7.97

5.98 5.98

-8.77 -8.77 -8.77

6.68 6.68

-7.97 -7.97 -7.97

5.98 5.98

-8.77 -8.77 -8.77

6.68 6.68

Calculated Bending

Moment (kNm/m)

Sum of Moments

Final Moments After Redistribution(Left)

Final Moments After Redistribution(Right)

-7.9713.95

-8.07 -10.6

5.98 4.62

-10.74 -10.74 0

7.99 7.99

-6.53 -6.53 -6.53

4.94 4.94

-21.5927.93

0 -16.29

17.13 19.78-15.20

19.82

-12.61 0

12.22 13.52

-10.2417.91

-16.29 -8.75

7.68 5.39-7.64 -7.64 0

5.78 5.78

-12.3621.63

-8.75 -16.54

9.27 8.99

-9.22 -9.22 0

6.98 6.98

-17.4031.48

-16.54 -14.1

14.09 16.16

-12.91

16.95

-10.6 0

10.50 11.65

-9.9012.39

-14.1 0

7.44 5.34

-5.41 -5.41 0

4.09 4.09

0 0 0 0 0

13.52

-16.29

-16.29 5.78

-8.75

-8.75 6.98

-16.54

-16.54 11.65

-14.1

-14.1 4.09

00 19.78 5.39 8.99 16.16 5.34

-12.61 -7.64 -9.22 -10.6 -5.41

-12.61 -7.97 -7.97 -10.6 -6.53

-7.92 5.66-8.77

-8.77 5.98

-8.77

-8.77 5.98

-8.77

-8.77 4.62

-8.77

-10.74 4.94

-8.77 8.52 6.68 6.68 6.68 7.99 0

7.92

-7.92 -8.47 -7.97 -7.97 -8.07 -6.53

-8.47 -7.64 -7.64 -8.07

0

7.42

-12.1

-12.1 5.78

-9.31

-9.31 5.78

-12.1

-12.1 7.62

0

10.73 7.21 7.21 10.73

0 0 0 0