technical 11
DESCRIPTION
FGHDFHTRANSCRIPT
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15cm Slab and Reinforcing GeometryThese tables are for general descriptive purposes only.Actual design load tables are dependent on local codes and standards, material properties and product end usage.
(Includes 0.5 kN/m2 dead load)Values below lower heavy line indicate web shear controls.Values above upper heavy line indicate long-time camber less than zero with no superimposed service loads.
109 526 mm2
297.10 x 106 mm4
75 mm
3961 x 103 mm3
3961 x 103 mm3
344 mm
43.1 mm
2.28 kN/m2
232.6 kg/m2
Net Area
Moment of Inertia
Centroid From Slab Bottom
Section Modulus, Top
Section Modulus, Bottom
Web Width
V/s Ratio
Self Weight
Strength of Concrete
Strength at Release
Unit Weight of Concrete
Ultimate Steel Strength
Strand Jacking Stress
Strand Type
Grout Joint Requirements
40 MPa
28 MPa
2400 kg/m3
1860 MPa
1395 MPa
Low Relaxation
235 m2/m3
Self weights are based on grouted section.
1221 Sherwin Rd. Winnipeg, MB Canada R3H 0V1
Load Table of Allowable Superimposed Service Loads in kN/sq. meter
Slab Selection and Material Properties
15
cm
Lo
ad
Ta
ble
150
75
38
46.546.5
138138138138138138138138
97 138 138 138 138 138 138 138 97
1160
1200 MODULE
STRANDS SHOULD BE EVENLY DISTRIBUTED AND PLACED SYMMETRICALLY ABOUT CENTERLINE
1197
12.56
102 DIAM
COVER
CONCRETE
Strand
5 - 9mm 275 46.0 7.4
4 4.5 5 5.5 6 6.5 7 7.5 8 9 9.5
12.6
14.0
14.7
16.7
18.3
19.6
19.6
19.6
5.5
9.6
10.7
11.3
12.9
14.1
16.9
17.4
17.4
4.2
7.5
8.4
8.9
10.2
11.1
13.4
14.7
14.3
3.2
5.9
6.7
7.0
8.1
8.9
10.8
11.9
11.6
2.4
4.7
5.3
5.7
6.6
7.3
8.8
9.8
9.5
1.8
3.8
4.3
4.6
5.4
6.0
7.3
8.1
7.8
3.1
3.5
3.8
4.4
4.9
6.0
6.8
6.6
2.5
2.9
3.1
3.6
4.1
5.1
5.7
5.5
2.3
2.5
3.0
3.4
4.3
4.8
4.6
2.1
2.4
3.0
3.5
3.3
2.6
3.0
2.8
54.4
59.7
62.5
70.3
76.2
89.5
97.8
95.4
330
370
385
440
495
592
666
693
6 - 9mm
5 - 11mm
7 - 9mm
8 - 9mm
5 - 13mm
8 - 11mm
9 - 11mm
7 - 13mm
19.6 17.4 13.8 11.2 9.1 7.6 6.3 5.3 4.5 3.2 2.792.47928 - 13mm
15.9 12.3 9.6 7.7 6.2 5.1 4.2 3.4 2.8 89.68919 - 13mm
Area ofSteel (mm2)
Mn(kN-m)
Span in meters
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