PRESTRESSED CONCRETE DESIGN DETAILS – 150mm DEEP SLABS

Sectional information

Structural Information

Standard wiring patterns

Load capacity table

Cross sectional dimensions

SECTIONAL INFORMATION

Cross section area

117.248 10e3mm 2

Conc. 28 day strength

50N/mm2

Moment of inertia

286.517 10e6mm4

Conc. strength at transfer

35N/mm2

Section modulus top

3.790 10e6mm3

Mod. of elasticity or conc.

34kN/mm2

Section modulus bottom

3.851 10e6mm3

Stressing of strand/wire

70%

Total breadth of webs

468mm

Check: stresses at transfer

O.K.

Centroidal axis from bottom

 

32,5mm

 

Cover to steel

Core Cover

30,0mm

25,0mm

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STRUCTURAL INFORMATION

Moment & Shear Capacities

Wiring Pattern

 

A

B

C

D

E

F+2

Service moment

24,39kN/m

29,94kN/m

36,03kN/m

39.83kN/m

45.15kN/m

51.51kN/m

Ultimate moment

25.94kN/m

38.50kN/m

52.60kN/m

61,64kN/m

73,53kN/m

86.03kN/m

Ultimate shear resist

112.48kN

121.83kN

128.35kN

131.28kN

134.27kN

141.47kN

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STANDARD WIRING PATTERNS

A = 8 x 5mm wires

D = 7 x 5mm wires + 5 x 9,53mm strand

B = 12 x 5mm wires

E = 4 x 5mm wires + 8 x 9,53mm strand

C = 9 x 5mm wires + 3 x 9,53mm strand

F+2 = 12 x 9.53mm strand + 2x5mm wire (top)

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LOAD CAPACITY TABLE

Wiring Pattern

Live Load
kN/m
2

A
Span

B
Span

C
Span

D
Span

E
Span

F
Span

0,75

5,1

6,2

7,2

7,6

7,8

8,6

1,5

4,7

5,7

6,7

7.0

7,5

8.0

2,5

4,3

5,2

6.1

6,3

6,9

7.4

4,0

3,8

4,7

5,5

5,8

6.2

6,6

5,0

3,6

4,4

5,1

5,5

5,8

6.2

7,5

3,2

3,8

4,5

4,8

5.2

5,5

10,0

2,8

3,5

4,0

4,4

4,7

4,9

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Note: Design loads include self weight, grouting between joints and finishes up to 1,5kN/m 2 .
Span=clear spam +100mm

CROSS SECTIONAL DIMENSIONS


 

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