PRESTRESSED CONCRETE DESIGN DETAILS – 170mm DEEP SLABS

Sectional information

Structural Information

Standard wiring patterns

Load capacity table

Cross sectional dimensions

SECTIONAL INFORMATION

Cross section area

126.715 10e3mm2

Conc. 28 day strength

50N/mm²

Moment of inertia

403.072 10e6mm4

Conc. strength at transfer

35N/mm²

Section modulus top

4.715 10e6mm3

Mod. of elasticity of conc.

34kN/mm²

Section modulus bottom

4.770 10e6mm3

Stressing of strand/wire

70%

Total breadth of webs

468

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

29.74kN/m

36.40kN/m

44.06kN/m

48.68kN/m

55.16kN/m

62.91kN/m

Ultimate moment

30.36kN/m

45.53kN/m

62.35kN/m

73.27kN/m

88.72kN/m

105.60kN/m

Ultimate shear resist

126.23kN

136.4kN

143.34kN

146.73kN

150.21kN

158.407kN

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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 + 2 x 5mm wires (top)

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LOAD CAPACITY TABLE
Note: Span=Clear span + 100mm

Wiring Pattern

Live Load
kN/m2

A
Span

B
Span

C
Span

D
Span

E
Span

F+2
Span

0,75

5,4

6,7

7,8

8,2

8,7

9,3

1,5

5.0

6.1

7,2

7.6

8,1

8,7

2,5

4,6

5,6

6.5

7,0

7,5

8,0

4,0

4.1

5.0

5,9

6.3

6,8

7,2

5,0

3,9

4,7

5,5

6,0

6,4

6,8

7,5

3,4

4,2

4,8

5,3

5,6

6,0

10,0

3.1

3,7

4,4

4,7

5,1

5,5

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Note: Design loads include self weight, grouting between joints and finishes up to 1,5kN/m ² .

CROSS SECTIONAL DIMENSIONS

 

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