PurePro 150 Technical Data Sheet

Ultimate Limit State Design
CRACKED CONCRETE
Cracked concrete does not mean concrete having existing / physical cracks.
The condition of concrete (cracked or uncracked) needs to be determined via
stress analysis by the design engineer.
Single Anchor Load Capacities (kN) for Threaded Rod (static or quasi-static loads)
Anchor
Size
(mm)
Hole
Size
(mm)
12 14
16 18
20 24
24 28
30 35
Depth
h eff
(mm)
Concrete
Thickness
h min
(mm)
Class 5.8 Threaded Rod Class 8.8 Threaded Rod A4-50 Stainless Steel
Tension Load (Concrete) Shear
Load
(Steel)
Tension Load (Concrete) Shear
Load
(Steel)
Tension Load (Concrete) Shear
Load
(Steel)
20MPa 32MPa 40MPa 50MPa 20MPa 32MPa 40MPa 50MPa 20MPa 32MPa 40MPa 50MPa
70 100 11.0 11.5 11.9 12.1
110 140 17.3 18.1 18.7 19.0 17.3 18.1 18.7 19.0
16.9
150 180 22.0 23.0 23.8 24.2 22.0 23.0 23.8 24.2
240 270 28.1 35.2 36.9 38.0 38.7
80 116 14.3 15.2 15.7 16.0
125 161 22.7 23.8 24.5 25.0 22.7 23.8 24.5 25.0
31.3
250 286 45.4 47.6 49.0 49.9 45.4 47.6 49.0 49.9
300 336 52.2 54.5 57.1 58.8 59.9
11.0 11.5 11.9 12.1 C-Pryout 11.0 11.5 11.9 12.1
27.0 14.8
14.3 15.2 15.7 16.0 C-Pryout 14.3 15.2 15.7 16.0
50.1
22.7 23.8 24.5 25.0
90 138 14.6 16.9 17.4 17.8 C-Pryout 14.6 16.9 17.4 17.8 C-Pryout 14.6 16.9 17.4 17.8
170 218 30.5 32.0 33.0 33.6
30.5 32.0 33.0 33.6
300 348 53.9 56.4 58.2 59.2 49.0 53.9 56.4 58.2 59.2
350 398 62.8 65.8 67.9 69.1 62.8 65.8 67.9 69.1
78.3
27.4
30.5 32.0 33.0 33.6
100 156 17.1 20.7 21.3 21.7 C-Pryout 17.1 20.7 21.3 21.7 C-Pryout 17.1 20.7 21.3 21.7
210 266 41.5 43.5 44.8 45.6
41.5 43.5 44.8 45.6
300 356 59.2 62.1 64.0 65.2 70.5 59.2 62.1 64.0 65.2 112.8 59.2 61.7
42.8
41.5 43.5 44.8 45.6
450 506 88.9 93.1 96.0 97.7 88.9 93.1 96.0 97.7 61.7
120 190 22.5 28.5 31.9 32.6 C-Pryout 22.5 28.5 31.9 32.6 C-Pryout 22.5 28.5 31.9 32.6
270 340 66.6 69.8 72.0 73.3
66.6 69.8 72.0 73.3
66.6 69.8 72.0 73.3
350 420 86.4 90.5 93.3 95.0 112.1 86.4 90.5 93.3 95.0 179.4 86.4 90.5 93.3 95.0
600 670 148.1 155.2 160.0 162.9 148.1 155.2 160.0 162.9 98.1
8.9
16.5
25.7
37.0
58.9
Capacity is limited by steel strength. C-Pryout: Capacity is limited by the shear concrete pry-out
Notes:
• The above tension load capacities are the minimum values from concrete cone, concrete bond/pullout and steel capacities.
• The above shear load capacities are the minimum values from concrete cone pryout, concrete pullout pryout, concrete
edge and steel capacities.
• C-Pryout: Where indicated capacity is limited by the shear concrete pry-out failure mode. Please use PDA software to
calculate capacities.
• Please refer to SATS101 : 2015 for sustained load conditions requirement. The published data may be used when the ratio
of sustained load to total load acting on the anchor at ultimate limit state is ≤ 0.6.
• Interpolation is not permitted. Please use PDA software to calculate capacities for the configurations outside the published
information.
• Use of PDA software is recommended to calculate the capacities for multiple anchor configurations and single anchor
installed close to edge/s of concrete, and / or other anchors.
Combined Loading: Anchors loaded
in both tension and shear must satisfy
the relevant combined load equation.
Incorporated Strength Reduction Factors for Ultimate Limit State Design Capacities:
The following strength reduction factors are derived using the information given in SA TS 101:2015 and the
partial safety factors in the issued ETA (Assessment Report) for static and quasi-static loads.
Concrete Steel
≤ M16 > M16 Cl 5.8 Cl 8.8 A4-50
Tension (Strength Reduction Factor “ ”) 0.56 0.48 0.67 0.67 0.35
Shear (Strength Reduction Factor “ ”) 0.67 0.67 0.80 0.80 0.42
PARTIAL SAFETY FACTORS GIVEN FOR DESIGN CAPACITIES IN ETA-08/0376
M
Tension (ETA Partial Safety Factor “ ”) 1.80 2.10 1.50 1.50 2.86
Shear (ETA Partial Safety Factor “ M
”) 1.50 1.50 1.25 1.25 2.38
PURE150-PRO Technical Data Sheet. Last modified September, 2017