PRESTRESSED CONCRETE DESIGN DETAILS – 200mm DEEP SLABS

Sectional information

Structural Information

Standard wiring patterns

Load capacity table

Cross sectional dimensions

SECTIONAL INFORMATION

Cross section area

141.325 10e3mm ²

Conc. 28 day strength

50N/mm²

Moment of inertia

626.385 10e6mm4

Conc. strength at transfer

35N/mm²

Section modulus top

6.240 10e6mm ³

Mod. of elasticity of conc.

34kN/mm²

Section modulus bottom

6.287 10e6mm ³

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

Back to top

STRUCTURAL INFORMATION

Moment & Shear Capacities

 

Wiring

Pattern

 

 

 

A

B

C

D

E

F+2

Service moment

38.16kN/m

46.48kN/m

55.79kN/m

61.61kN/m

69.76kN/m

80.64kN/m

Ultimate moment

36.98kN/m

55.47kN/m

76.98kN/m

90.73kN/m

110.80kN/m

137.75kN/m

Ultimate shear resist

146.37kN

157.61kN

166.63kN

170.77kN

175.07kN

184.22kN

Back to top

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)

Back to top

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

 

Live Load Wiring Pattern


kN/m2

A
Span

B
Span

C
Span

D
Span

E
Span

F+2
Span

0,75

5,8

7,2

8,4

9,0

9,6

10,3

1,5

5,4

6,6

7,8

8,4

8,9

9,6

2,5

5,0

6,1

7,1

7,8

8,3

8,9

4,0

4.5

5,5

6,4

7,0

7,5

8,0

5,0

4,2

5,1

6,0

6,6

7,1

8,0

7,5

3,7

4,5

5,3

5,8

6,3

7,6

10,0

3.3

4,1

4,8

5,2

5,7

6,1

Back to top

Note: Design loads include self weight, grouting between joints and finishes up to 1,5kN/m².

CROSS SECTIONAL DIMENSIONS


 

Back to top