Job Number Sheet

Job Title
Software Consultants (Pty) Ltd Client
Internet: http://www.prokon.com
E-Mail : mail@prokon.com Calcs by Checked by Date

Continuous Beam: Beach Road - Slab_LL @ SLS (Code of Practice : Eurocode 2 - 2004)
7/12/2018 11:56:14 AM C01

Input Tables
fck(MPa) 20.5
fy (MPa) 250
fyv (MPa) 250
% Redistribution 0
Downward/Optimized redistr. O
Cover to centre top steel(mm) 40
Cover to centre bot.steel(mm) 40
Dead Load Factor 0
Live Load Factor 1.0
Density of concrete (kN/m3) 25
% Live load permanent 25
Ø (Creep coefficient) 2
Ecs (Free shrinkage strain) 300E-6

Sec Bw D Bf-top Hf-top Bf-bot Hf-bot Y-offset Web Flange

No. (mm) (mm) (mm) (mm) (mm) (mm) (mm) offset offset

1 1000 100

Span Section Sec No Sec No

No Length(m) Left Right

1 2.9 1 1
2 3.05 1 1
3 3.05 1 1
4 2.9 1 1

Sup Code Column Below Code Column above Code

No. C,F F,P F,P
D(mm) B(mm) H(m) D(mm) B(mm) H(m)
1
2
3
4

Case Span Wleft Wright a b P a M a Load

D,L (kN/m) (kN/m) (m) (m) (kN) (m) (kNm) (m) Description

D 1 2.75
2 4.0
3 4.0
4 2.75
L 1 3.5
2 3.5
3 3.5
4 3.5

Span M left M right

(kNm) (kNm)
 Job Number Sheet
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Sections

1000

100
SECTION 1

Beam Elevation

1 SPAN 1 2 SPAN 2 3 SPAN 3 4 SPAN 4 5

Live
3.50

Dead+
Own W 5.25 6.50 5.25

2.900 3.050 3.050 2.900

 Job Number Sheet
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Deflection, Shear, Moment and Steel diagrams. Spans 1-4

Elastic Deflections (Alternate spans loaded) Def max = 2.259mm @ 10.5m

.500

1.00

1.50

2.00

2.50

3.00

3.50

4.00

4.50

5.00

5.50

6.00

6.50

7.00

7.50

8.00

8.50

9.00

9.50

10.0

10.5

11.0

11.5
.500

1.00

1.50

2.00

Long-term Deflections (All spans loaded - using required reinforcement) Def max = 4.293mm @ 1.20m
.500

1.00

1.50

2.00

2.50

3.00

3.50

4.00

4.50

5.00

5.50

6.00

6.50

7.00

7.50

8.00

8.50

9.00

9.50

10.0

10.5

11.0

11.5
1.00

2.00

3.00

4.00

SHEAR: X-X V max = -6.305kN @ 2.90m

6.00

4.00

2.00
.500

1.00

1.50

2.00

2.50

3.00

3.50

4.00

4.50

5.00

5.50

6.00

6.50

7.00

7.50

8.00

8.50

9.00

9.50

10.0

10.5

11.0

11.5
-2.00

-4.00

-6.00

MOMENTS: X-X M max = -3.566kNm @ 9.00m

-3.00
-2.00
-1.00
.500

1.00

1.50

2.00

2.50

3.00

3.50

4.00

4.50

5.00

5.50

6.00

6.50

7.00

7.50

8.00

8.50

9.00

9.50

10.0

10.5

11.0

11.5

1.00
2.00

Shear Steel: X-X Asv max = 1.449mm²/mm @ 0.00m

1.40
1.20
1.00
.800
.600
.400
.200
.500

1.00

1.50

2.00

2.50

3.00

3.50

4.00

4.50

5.00

5.50

6.00

6.50

7.00

7.50

8.00

8.50

9.00

9.50

10.0

10.5

11.0

11.5

Bending Steel: X-X As max = -284.1mm2 @ 9.00m

-200

-100
.500

1.00

1.50

2.00

2.50

3.00

3.50

4.00

4.50

5.00

5.50

6.00

6.50

7.00

7.50

8.00

8.50

9.00

9.50

10.0

10.5

11.0

11.5

100

200
 Job Number Sheet
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=====================================================================
C O N T I N U O U S B E A M Ver W3.0.12 - 04 Oct 2016

Title : Beach Road - Slab_LL @ SLS

Data File : D:\Computer Data\JMusngi\Vincent\Project\2018\Singapore\03. Beach Road Conserved B
Date/Time : 7/12/2018
Code of Practice : Eurocode 2 - 2004
=====================================================================

BENDING MOMENTS & REINFORCEMENT

SPAN 1

Position(m) Min.Moment(kNm) Max.Moment(kNm) As-top(mm2) As-bot(mm2)

0.000 -0.45 0.00 34.39 0.00

0.100 -0.06 0.44 4.69 33.80
0.200 -0.12 0.84 9.39 65.19
0.300 -0.18 1.21 14.09 94.08
0.400 -0.24 1.55 18.80 120.44
0.500 -0.31 1.84 23.51 144.19
0.600 -0.37 2.11 28.23 165.29
0.700 -0.43 2.34 32.96 183.70
0.800 -0.49 2.53 37.69 199.36
0.900 -0.55 2.69 42.43 212.25
1.000 -0.61 2.81 47.17 222.34
1.100 -0.67 2.90 51.92 229.59
1.200 -0.73 2.96 56.68 234.00
1.300 -0.79 2.98 61.44 235.55
1.400 -0.86 2.96 66.21 234.24
1.450 -0.89 2.94 68.59 232.51
1.550 -0.95 2.87 73.37 226.91
1.650 -1.01 2.77 78.15 218.48
1.750 -1.07 2.63 82.94 207.22
1.850 -1.13 2.46 87.74 193.17
1.950 -1.19 2.25 92.54 176.36
2.050 -1.25 2.00 97.35 156.82
2.150 -1.31 1.72 102.17 134.61
2.250 -1.38 1.41 106.99 109.77
2.350 -1.57 1.06 122.69 82.35
2.450 -1.86 0.68 145.22 52.41
2.550 -2.18 0.28 170.71 21.17
2.650 -2.53 0.29 199.20 22.00
2.750 -2.92 0.30 230.78 22.83
2.850 -3.34 0.31 265.53 23.66
2.900 -3.57 0.31 284.13 24.08

SPAN 2

Position(m) Min.Moment(kNm) Max.Moment(kNm) As-top(mm2) As-bot(mm2)

0.000 -3.57 0.31 284.13 24.08

0.100 -3.11 0.26 246.73 20.20
0.200 -2.69 0.21 212.57 16.32
0.300 -2.31 0.16 181.55 12.45
0.400 -1.96 0.36 153.59 27.72
0.500 -1.65 0.66 128.63 51.09
0.600 -1.43 0.93 111.22 71.87
0.700 -1.42 1.23 110.55 95.68
0.800 -1.41 1.52 109.88 118.51
0.900 -1.40 1.78 109.21 138.70
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1.000 -1.40 2.00 108.54 156.20

1.100 -1.39 2.18 107.87 170.97
1.200 -1.38 2.33 107.21 182.99
1.300 -1.37 2.44 106.54 192.21
1.400 -1.36 2.52 105.87 198.62
1.500 -1.35 2.57 105.20 202.21
1.525 -1.35 2.57 105.03 202.67
1.625 -1.34 2.57 104.36 202.72
1.725 -1.33 2.54 103.69 199.93
1.825 -1.33 2.47 103.03 194.31
1.925 -1.32 2.36 102.36 185.88
2.025 -1.31 2.23 101.69 174.66
2.125 -1.30 2.05 101.02 160.66
2.225 -1.29 1.84 100.35 143.93
2.325 -1.28 1.60 99.69 124.50
2.425 -1.27 1.32 99.02 102.42
2.525 -1.51 1.00 117.92 77.72
2.625 -1.81 0.65 141.62 50.47
2.725 -2.15 0.27 168.29 20.72
2.825 -2.51 -0.15 197.98 0.00
2.925 -2.92 -0.60 230.78 0.00
3.025 -3.36 -1.09 266.77 0.00
3.050 -3.47 -1.22 276.28 0.00

SPAN 3

Position(m) Min.Moment(kNm) Max.Moment(kNm) As-top(mm2) As-bot(mm2)

0.000 -3.47 -1.22 276.28 0.00

0.100 -3.02 -0.72 239.47 0.00
0.200 -2.61 -0.26 205.88 0.00
0.300 -2.23 0.17 175.42 12.90
0.400 -1.89 0.56 148.01 43.26
0.500 -1.59 0.92 123.58 71.15
0.600 -1.31 1.24 102.06 96.49
0.700 -1.28 1.53 99.52 119.23
0.800 -1.29 1.78 100.19 139.33
0.900 -1.30 2.00 100.85 156.74
1.000 -1.31 2.19 101.52 171.42
1.100 -1.31 2.33 102.19 183.34
1.200 -1.32 2.45 102.86 192.47
1.300 -1.33 2.52 103.53 198.79
1.400 -1.34 2.57 104.20 202.28
1.500 -1.35 2.58 104.86 202.95
1.525 -1.35 2.57 105.03 202.67
1.625 -1.36 2.54 105.70 199.79
1.725 -1.37 2.47 106.37 194.08
1.825 -1.38 2.36 107.04 185.55
1.925 -1.38 2.22 107.71 174.24
2.025 -1.39 2.04 108.38 160.15
2.125 -1.40 1.83 109.05 143.33
2.225 -1.41 1.59 109.72 123.81
2.325 -1.42 1.31 110.38 101.64
2.425 -1.43 0.99 111.05 76.85
2.525 -1.58 0.73 122.85 56.53
2.625 -1.88 0.44 147.08 33.80
2.725 -2.22 0.15 174.28 11.48
2.825 -2.60 0.20 204.52 15.36
2.925 -3.01 0.25 237.89 19.23
3.025 -3.45 0.30 274.47 23.11
3.050 -3.57 0.31 284.13 24.08
 Job Number Sheet
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SPAN 4

Position(m) Min.Moment(kNm) Max.Moment(kNm) As-top(mm2) As-bot(mm2)

0.000 -3.57 0.31 284.13 24.08

0.100 -3.13 0.30 247.76 23.25
0.200 -2.72 0.29 214.60 22.42
0.300 -2.35 0.28 184.57 21.58
0.400 -2.01 0.47 157.59 36.51
0.500 -1.71 0.87 133.59 67.69
0.600 -1.45 1.24 112.52 96.38
0.700 -1.35 1.57 104.58 122.52
0.800 -1.28 1.87 99.76 146.05
0.900 -1.22 2.13 94.95 166.93
1.000 -1.16 2.36 90.14 185.11
1.100 -1.10 2.55 85.34 200.54
1.200 -1.04 2.70 80.55 213.20
1.300 -0.98 2.82 75.76 223.05
1.400 -0.92 2.91 70.98 230.07
1.450 -0.89 2.94 68.59 232.51
1.550 -0.83 2.97 63.82 235.25
1.650 -0.76 2.97 59.06 235.13
1.750 -0.70 2.93 54.30 232.15
1.850 -0.64 2.86 49.54 226.32
1.950 -0.58 2.76 44.80 217.65
2.050 -0.52 2.62 40.06 206.16
2.150 -0.46 2.44 35.32 191.87
2.250 -0.40 2.23 30.59 174.83
2.350 -0.34 1.98 25.87 155.08
2.450 -0.28 1.70 21.15 132.64
2.550 -0.21 1.38 16.44 107.58
2.650 -0.15 1.03 11.74 79.95
2.750 -0.09 0.65 7.04 49.80
2.850 -0.03 0.22 2.34 17.20
2.900 -0.45 0.00 34.34 0.00

---------------------------------------------------------------------

SHEAR FORCES & REINFORCEMENT

SPAN 1

Position(m) Minimum Maximum Shear Asv/Sv Asv/Sv(nom)

Shear(kN) Shear(kN) Capacity(kN) (mm2/mm) (mm2/mm)

0.000 -0.61 4.56 225.83 0.00 1.45

0.100 -0.61 4.21 26.89 0.00 1.45
0.200 -0.61 3.86 26.89 0.00 1.45
0.300 -0.61 3.51 26.89 0.00 1.45
0.400 -0.61 3.16 26.89 0.00 1.45
0.500 -0.61 2.81 26.89 0.00 1.45
0.600 -0.61 2.46 26.89 0.00 1.45
0.700 -0.61 2.11 26.89 0.00 1.45
0.800 -0.61 1.76 27.30 0.00 1.45
0.900 -0.61 1.41 27.87 0.00 1.45
1.000 -0.61 1.06 28.31 0.00 1.45
1.100 -0.61 0.71 28.61 0.00 1.45
1.200 -0.61 0.36 28.79 0.00 1.45
1.300 -0.70 0.11 28.86 0.00 1.45
1.400 -1.05 0.11 28.80 0.00 1.45
1.450 -1.23 0.11 28.73 0.00 1.45
1.550 -1.58 0.11 28.50 0.00 1.45
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1.650 -1.93 0.11 28.14 0.00 1.45

1.750 -2.28 0.11 27.65 0.00 1.45
1.850 -2.63 0.11 27.01 0.00 1.45
1.950 -2.98 0.11 26.89 0.00 1.45
2.050 -3.33 0.11 26.89 0.00 1.45
2.150 -3.68 0.11 26.89 0.00 1.45
2.250 -4.03 0.11 26.89 0.00 1.45
2.350 -4.38 0.11 26.89 0.00 1.45
2.450 -4.73 0.11 26.89 0.00 1.45
2.550 -5.08 0.11 26.89 0.00 1.45
2.650 -5.43 0.11 27.29 0.00 1.45
2.750 -5.78 0.11 28.66 0.00 1.45
2.850 -6.13 0.11 225.83 0.00 1.45
2.900 -6.30 0.11 225.83 0.00 1.45

SPAN 2

Position(m) Minimum Maximum Shear Asv/Sv Asv/Sv(nom)

Shear(kN) Shear(kN) Capacity(kN) (mm2/mm) (mm2/mm)

0.000 -0.50 6.11 225.83 0.00 1.45

0.100 -0.50 5.76 29.31 0.00 1.45
0.200 -0.50 5.41 27.89 0.00 1.45
0.300 -0.50 5.06 26.89 0.00 1.45
0.400 -0.50 4.71 26.89 0.00 1.45
0.500 -0.50 4.36 26.89 0.00 1.45
0.600 -0.50 4.01 26.89 0.00 1.45
0.700 -0.50 3.66 26.89 0.00 1.45
0.800 -0.50 3.31 26.89 0.00 1.45
0.900 -0.50 2.96 26.89 0.00 1.45
1.000 -0.50 2.61 26.89 0.00 1.45
1.100 -0.50 2.26 26.89 0.00 1.45
1.200 -0.50 1.91 26.89 0.00 1.45
1.300 -0.50 1.56 26.97 0.00 1.45
1.400 -0.50 1.21 27.26 0.00 1.45
1.500 -0.66 0.86 27.43 0.00 1.45
1.525 -0.75 0.77 27.45 0.00 1.45
1.625 -1.10 0.42 27.45 0.00 1.45
1.725 -1.45 0.08 27.32 0.00 1.45
1.825 -1.80 0.08 27.06 0.00 1.45
1.925 -2.15 0.08 26.89 0.00 1.45
2.025 -2.50 0.08 26.89 0.00 1.45
2.125 -2.85 0.08 26.89 0.00 1.45
2.225 -3.20 0.08 26.89 0.00 1.45
2.325 -3.55 0.08 26.89 0.00 1.45
2.425 -3.90 0.08 26.89 0.00 1.45
2.525 -4.25 0.08 26.89 0.00 1.45
2.625 -4.60 0.08 26.89 0.00 1.45
2.725 -4.95 0.08 26.89 0.00 1.45
2.825 -5.30 0.08 27.23 0.00 1.45
2.925 -5.65 0.08 28.66 0.00 1.45
3.025 -6.00 0.08 225.83 0.00 1.45
3.050 -6.08 0.08 225.83 0.00 1.45

SPAN 3

Position(m) Minimum Maximum Shear Asv/Sv Asv/Sv(nom)

Shear(kN) Shear(kN) Capacity(kN) (mm2/mm) (mm2/mm)

0.000 -0.08 6.08 225.83 0.00 1.45

0.100 -0.08 5.73 29.02 0.00 1.45
0.200 -0.08 5.38 27.59 0.00 1.45
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0.300 -0.08 5.03 26.89 0.00 1.45

0.400 -0.08 4.68 26.89 0.00 1.45
0.500 -0.08 4.33 26.89 0.00 1.45
0.600 -0.08 3.98 26.89 0.00 1.45
0.700 -0.08 3.63 26.89 0.00 1.45
0.800 -0.08 3.28 26.89 0.00 1.45
0.900 -0.08 2.93 26.89 0.00 1.45
1.000 -0.08 2.58 26.89 0.00 1.45
1.100 -0.08 2.23 26.89 0.00 1.45
1.200 -0.08 1.88 26.98 0.00 1.45
1.300 -0.08 1.53 27.27 0.00 1.45
1.400 -0.33 1.18 27.43 0.00 1.45
1.500 -0.68 0.83 27.46 0.00 1.45
1.525 -0.77 0.75 27.45 0.00 1.45
1.625 -1.12 0.50 27.32 0.00 1.45
1.725 -1.47 0.50 27.05 0.00 1.45
1.825 -1.82 0.50 26.89 0.00 1.45
1.925 -2.17 0.50 26.89 0.00 1.45
2.025 -2.52 0.50 26.89 0.00 1.45
2.125 -2.87 0.50 26.89 0.00 1.45
2.225 -3.22 0.50 26.89 0.00 1.45
2.325 -3.57 0.50 26.89 0.00 1.45
2.425 -3.92 0.50 26.89 0.00 1.45
2.525 -4.27 0.50 26.89 0.00 1.45
2.625 -4.62 0.50 26.89 0.00 1.45
2.725 -4.97 0.50 26.89 0.00 1.45
2.825 -5.32 0.50 27.53 0.00 1.45
2.925 -5.67 0.50 28.95 0.00 1.45
3.025 -6.02 0.50 225.83 0.00 1.45
3.050 -6.11 0.50 225.83 0.00 1.45

SPAN 4

Position(m) Minimum Maximum Shear Asv/Sv Asv/Sv(nom)

Shear(kN) Shear(kN) Capacity(kN) (mm2/mm) (mm2/mm)

0.000 -0.11 6.30 225.83 0.00 1.45

0.100 -0.11 5.95 29.35 0.00 1.45
0.200 -0.11 5.60 27.98 0.00 1.45
0.300 -0.11 5.25 26.89 0.00 1.45
0.400 -0.11 4.90 26.89 0.00 1.45
0.500 -0.11 4.55 26.89 0.00 1.45
0.600 -0.11 4.20 26.89 0.00 1.45
0.700 -0.11 3.85 26.89 0.00 1.45
0.800 -0.11 3.50 26.89 0.00 1.45
0.900 -0.11 3.15 26.89 0.00 1.45
1.000 -0.11 2.80 26.89 0.00 1.45
1.100 -0.11 2.45 27.35 0.00 1.45
1.200 -0.11 2.10 27.91 0.00 1.45
1.300 -0.11 1.75 28.34 0.00 1.45
1.400 -0.11 1.40 28.63 0.00 1.45
1.450 -0.11 1.23 28.73 0.00 1.45
1.550 -0.11 0.88 28.85 0.00 1.45
1.650 -0.19 0.61 28.84 0.00 1.45
1.750 -0.54 0.61 28.72 0.00 1.45
1.850 -0.89 0.61 28.48 0.00 1.45
1.950 -1.24 0.61 28.11 0.00 1.45
2.050 -1.59 0.61 27.60 0.00 1.45
2.150 -1.94 0.61 26.95 0.00 1.45
2.250 -2.29 0.61 26.89 0.00 1.45
2.350 -2.64 0.61 26.89 0.00 1.45
2.450 -2.99 0.61 26.89 0.00 1.45
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2.550 -3.34 0.61 26.89 0.00 1.45

2.650 -3.69 0.61 26.89 0.00 1.45
2.750 -4.04 0.61 26.89 0.00 1.45
2.850 -4.39 0.61 225.83 0.00 1.45
2.900 -4.56 0.61 225.83 0.00 1.45

---------------------------------------------------------------------

COLUMN REACTIONS

Support Dead Load(kN) Live Load(kN) Dead + Live(kN) Ultimate(kN)

1 5.78 3.95 9.74 4.56

2 19.49 11.80 31.29 12.41
3 19.56 10.14 29.70 12.17
4 19.49 11.80 31.29 12.41
5 5.78 3.95 9.74 4.56

---------------------------------------------------------------------

COLUMN MOMENTS (Ultimate limit state)

Columns below

Support Bending Moment(kNm) Shear Force (kN)

No. Min. Max. Min. Max.

1 0.00 0.00 0.00 0.00

2 0.00 0.00 0.00 0.00
3 0.00 0.00 0.00 0.00
4 0.00 0.00 0.00 0.00
5 0.00 0.00 0.00 0.00

Columns above

Support Bending Moment(kNm) Shear Force (kN)

No. Min. Max. Min. Max.

1 0.00 0.00 0.00 0.00

2 0.00 0.00 0.00 0.00
3 0.00 0.00 0.00 0.00
4 0.00 0.00 0.00 0.00
5 0.00 0.00 0.00 0.00

---------------------------------------------------------------------

ELASTIC DEFLECTIONS (Alternate spans loaded - positive downward)

Modulus of elasticity: Ec = 20 + fcu/5 = 24.1 Gpa

SPAN 1

Position(m) Min.Deflection(mm) Max.Deflection(mm)

0.000 0.00 0.00

0.100 0.09 0.28
0.200 0.18 0.54
0.300 0.26 0.79
0.400 0.34 1.04
0.500 0.40 1.26
0.600 0.46 1.47
0.700 0.52 1.65
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0.800 0.56 1.82

0.900 0.59 1.96
1.000 0.61 2.08
1.100 0.62 2.17
1.200 0.62 2.23
1.300 0.60 2.26
1.400 0.57 2.25
1.450 0.55 2.24
1.450 0.55 2.24
1.550 0.51 2.18
1.650 0.44 2.09
1.750 0.38 1.97
1.850 0.30 1.83
1.950 0.23 1.67
2.050 0.15 1.49
2.150 0.08 1.30
2.250 0.02 1.11
2.350 -0.04 0.91
2.450 -0.07 0.72
2.550 -0.10 0.54
2.650 -0.10 0.36
2.750 -0.08 0.20
2.850 -0.03 0.06
2.900 -0.00 0.00

SPAN 2

Position(m) Min.Deflection(mm) Max.Deflection(mm)

0.000 -0.00 0.00

0.100 -0.10 0.09
0.200 -0.18 0.20
0.300 -0.24 0.32
0.400 -0.27 0.46
0.500 -0.29 0.61
0.600 -0.29 0.77
0.700 -0.29 0.93
0.800 -0.27 1.08
0.900 -0.24 1.23
1.000 -0.21 1.37
1.100 -0.18 1.50
1.200 -0.15 1.61
1.300 -0.13 1.69
1.400 -0.11 1.75
1.500 -0.09 1.78
1.525 -0.09 1.79
1.525 -0.09 1.79
1.625 -0.09 1.78
1.725 -0.10 1.73
1.825 -0.12 1.67
1.925 -0.14 1.57
2.025 -0.17 1.46
2.125 -0.19 1.33
2.225 -0.22 1.19
2.325 -0.23 1.04
2.425 -0.24 0.88
2.525 -0.24 0.72
2.625 -0.23 0.56
2.725 -0.21 0.41
2.825 -0.17 0.27
2.925 -0.11 0.14
3.025 -0.02 0.03
 Job Number Sheet
Job Title
Software Consultants (Pty) Ltd Client
Internet: http://www.prokon.com
E-Mail : mail@prokon.com Calcs by Checked by Date

3.050 -0.00 0.00

SPAN 3

Position(m) Min.Deflection(mm) Max.Deflection(mm)

0.000 -0.00 0.00

0.100 -0.09 0.11
0.200 -0.15 0.24
0.300 -0.20 0.38
0.400 -0.23 0.53
0.500 -0.24 0.68
0.600 -0.24 0.84
0.700 -0.24 1.00
0.800 -0.22 1.15
0.900 -0.20 1.30
1.000 -0.17 1.43
1.100 -0.15 1.55
1.200 -0.13 1.64
1.300 -0.11 1.72
1.400 -0.09 1.77
1.500 -0.09 1.79
1.525 -0.09 1.79
1.525 -0.09 1.79
1.625 -0.10 1.76
1.725 -0.12 1.71
1.825 -0.15 1.63
1.925 -0.17 1.53
2.025 -0.21 1.41
2.125 -0.24 1.27
2.225 -0.26 1.12
2.325 -0.28 0.97
2.425 -0.29 0.81
2.525 -0.29 0.65
2.625 -0.28 0.50
2.725 -0.25 0.36
2.825 -0.20 0.23
2.925 -0.12 0.11
3.025 -0.03 0.02
3.050 -0.00 0.00

SPAN 4

Position(m) Min.Deflection(mm) Max.Deflection(mm)

0.000 -0.00 0.00

0.100 -0.06 0.13
0.200 -0.09 0.28
0.300 -0.10 0.45
0.400 -0.09 0.63
0.500 -0.06 0.82
0.600 -0.01 1.01
0.700 0.05 1.21
0.800 0.11 1.40
0.900 0.19 1.58
1.000 0.26 1.75
1.100 0.34 1.90
1.200 0.41 2.03
1.300 0.48 2.14
1.400 0.53 2.21
1.450 0.55 2.24
1.450 0.55 2.24
 Job Number Sheet
Job Title
Software Consultants (Pty) Ltd Client
Internet: http://www.prokon.com
E-Mail : mail@prokon.com Calcs by Checked by Date

1.550 0.59 2.26

1.650 0.61 2.25
1.750 0.62 2.20
1.850 0.62 2.13
1.950 0.60 2.02
2.050 0.57 1.90
2.150 0.54 1.74
2.250 0.49 1.56
2.350 0.44 1.37
2.450 0.37 1.15
2.550 0.30 0.92
2.650 0.22 0.67
2.750 0.14 0.41
2.850 0.05 0.14
2.900 0.00 0.00

---------------------------------------------------------------------

LONGTERM DEFLECTIONS (All spans loaded - positive downward)

Symbols: DS : Shrinkage deflection.

DL : Long-term deflection under permanent load.
DI : Instantaneous deflection under short-term load.
DT : Total long-term deflection.

SPAN 1

Position(m) DS(mm) DL(mm) DI(mm) DT(mm)

0.000 0.00 0.00 0.00 0.00

0.100 0.01 0.48 0.07 0.56
0.200 0.02 0.94 0.14 1.11
0.300 0.04 1.39 0.21 1.64
0.400 0.05 1.81 0.28 2.14
0.500 0.06 2.20 0.34 2.60
0.600 0.07 2.56 0.39 3.02
0.700 0.07 2.86 0.44 3.38
0.800 0.08 3.12 0.48 3.69
0.900 0.09 3.33 0.52 3.93
1.000 0.09 3.49 0.54 4.12
1.100 0.09 3.59 0.56 4.24
1.200 0.09 3.63 0.57 4.29
1.300 0.09 3.62 0.57 4.28
1.400 0.09 3.56 0.56 4.21
1.450 0.09 3.51 0.55 4.15
1.450 0.09 3.51 0.55 4.15
1.550 0.09 3.37 0.54 3.99
1.650 0.08 3.18 0.51 3.77
1.750 0.07 2.96 0.48 3.51
1.850 0.07 2.69 0.44 3.20
1.950 0.06 2.40 0.40 2.85
2.050 0.05 2.08 0.35 2.48
2.150 0.04 1.75 0.30 2.09
2.250 0.03 1.42 0.25 1.69
2.350 0.02 1.08 0.20 1.30
2.450 0.01 0.77 0.15 0.92
2.550 0.00 0.48 0.10 0.58
2.650 -0.01 0.23 0.06 0.28
2.750 -0.01 0.03 0.02 0.04
2.850 -0.01 -0.05 -0.00 -0.06
2.900 -0.00 -0.00 -0.00 -0.00
 Job Number Sheet
Job Title
Software Consultants (Pty) Ltd Client
Internet: http://www.prokon.com
E-Mail : mail@prokon.com Calcs by Checked by Date

SPAN 2

Position(m) DS(mm) DL(mm) DI(mm) DT(mm)

0.000 0.00 0.00 0.00 0.00

0.100 -0.03 -0.20 -0.06 -0.29
0.200 -0.03 -0.17 -0.06 -0.27
0.300 -0.03 -0.04 -0.05 -0.12
0.400 -0.03 0.14 -0.04 0.08
0.500 -0.02 0.35 -0.01 0.31
0.600 -0.02 0.58 0.01 0.57
0.700 -0.01 0.82 0.04 0.84
0.800 -0.01 1.06 0.07 1.11
0.900 -0.00 1.29 0.09 1.37
1.000 0.00 1.50 0.12 1.62
1.100 0.00 1.68 0.14 1.83
1.200 0.01 1.84 0.16 2.01
1.300 0.01 1.97 0.18 2.16
1.400 0.01 2.05 0.19 2.26
1.500 0.02 2.10 0.20 2.32
1.525 0.02 2.10 0.20 2.33
1.525 0.02 2.10 0.20 2.33
1.625 0.02 2.10 0.21 2.33
1.725 0.02 2.06 0.21 2.28
1.825 0.02 1.97 0.20 2.19
1.925 0.02 1.86 0.19 2.06
2.025 0.01 1.70 0.18 1.89
2.125 0.01 1.52 0.16 1.69
2.225 0.01 1.32 0.14 1.47
2.325 0.00 1.10 0.12 1.22
2.425 -0.00 0.87 0.10 0.97
2.525 -0.00 0.65 0.07 0.71
2.625 -0.01 0.43 0.05 0.47
2.725 -0.01 0.24 0.03 0.26
2.825 -0.01 0.08 0.01 0.08
2.925 -0.01 -0.03 0.00 -0.04
3.025 -0.00 -0.03 -0.00 -0.03
3.050 -0.00 -0.00 -0.00 -0.00

SPAN 3

Position(m) DS(mm) DL(mm) DI(mm) DT(mm)

0.000 0.00 0.00 0.00 0.00

0.100 -0.01 -0.02 0.00 -0.02
0.200 -0.01 0.08 0.01 0.09
0.300 -0.01 0.23 0.03 0.26
0.400 -0.00 0.42 0.05 0.47
0.500 -0.00 0.64 0.08 0.71
0.600 0.00 0.87 0.10 0.97
0.700 0.01 1.10 0.13 1.23
0.800 0.01 1.32 0.15 1.49
0.900 0.02 1.54 0.17 1.72
1.000 0.02 1.73 0.19 1.94
1.100 0.02 1.89 0.21 2.12
1.200 0.03 2.02 0.22 2.27
1.300 0.03 2.12 0.23 2.37
1.400 0.03 2.18 0.23 2.44
1.500 0.03 2.19 0.23 2.45
1.525 0.03 2.19 0.23 2.45
1.525 0.03 2.19 0.23 2.45
1.625 0.03 2.16 0.22 2.41
 Job Number Sheet
Job Title
Software Consultants (Pty) Ltd Client
Internet: http://www.prokon.com
E-Mail : mail@prokon.com Calcs by Checked by Date

1.725 0.02 2.09 0.21 2.33

1.825 0.02 1.98 0.20 2.20
1.925 0.02 1.83 0.18 2.03
2.025 0.02 1.66 0.16 1.83
2.125 0.01 1.45 0.14 1.60
2.225 0.01 1.23 0.11 1.35
2.325 0.00 1.00 0.09 1.09
2.425 -0.00 0.76 0.06 0.82
2.525 -0.01 0.54 0.04 0.56
2.625 -0.01 0.32 0.02 0.33
2.725 -0.01 0.14 -0.00 0.13
2.825 -0.01 -0.00 -0.01 -0.03
2.925 -0.01 -0.09 -0.01 -0.12
3.025 -0.01 -0.05 -0.01 -0.06
3.050 -0.00 -0.00 0.00 -0.00

SPAN 4

Position(m) DS(mm) DL(mm) DI(mm) DT(mm)

0.000 0.00 0.00 0.00 0.00

0.100 -0.02 -0.11 -0.03 -0.16
0.200 -0.02 0.02 -0.00 -0.01
0.300 -0.01 0.25 0.04 0.27
0.400 -0.01 0.52 0.09 0.60
0.500 0.00 0.83 0.14 0.97
0.600 0.01 1.16 0.19 1.36
0.700 0.02 1.50 0.24 1.77
0.800 0.03 1.84 0.29 2.17
0.900 0.04 2.17 0.34 2.56
1.000 0.05 2.48 0.39 2.92
1.100 0.06 2.76 0.43 3.26
1.200 0.07 3.01 0.47 3.55
1.300 0.08 3.22 0.50 3.80
1.400 0.08 3.39 0.52 3.99
1.450 0.08 3.45 0.53 4.07
1.450 0.08 3.45 0.53 4.07
1.550 0.09 3.55 0.55 4.18
1.650 0.09 3.59 0.55 4.23
1.750 0.09 3.57 0.55 4.21
1.850 0.09 3.50 0.54 4.13
1.950 0.08 3.38 0.52 3.98
2.050 0.08 3.20 0.49 3.77
2.150 0.07 2.97 0.45 3.50
2.250 0.07 2.69 0.41 3.17
2.350 0.06 2.36 0.36 2.78
2.450 0.05 2.00 0.30 2.35
2.550 0.04 1.59 0.24 1.88
2.650 0.03 1.16 0.18 1.37
2.750 0.02 0.71 0.11 0.83
2.850 0.01 0.24 0.04 0.28
2.900 -0.00 -0.00 -0.00 -0.00

---------------------------------------------------------------------
QUANTITIES

Section Area(m²)
1 0.100

Total weight of beam = 29.75 kN

=====================================================================