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HIT-HY 100 Adhesive Anchoring System
HIT-HY 100 Adhesive Anchoring System
Table 11 — Hilti HIT-HY 100 Adhesive Factored Resistance with Concrete / Bond Failure for Canadian Rebar in
Uncracked Concrete
Effective
Nominal
Embedment
Rebar Size
Depth
mm
115
10 M
180
226
145
15 M
250
320
200
20 M
355
390
230
25 M
405
504
260
30 M
455
598
1 See Section 2.4 for explanation on development of load values.
2 See Section 2.4.4 to convert design strength (factored resistance) value to ASD value.
3 Linear interpolation between embedment depths and concrete compressive strengths is not permitted.
4 Apply spacing, edge distance, and concrete thickness factors in tables 13 - 17 as necessary. Compare to the steel values in table 12.
The lesser of the values is to be used for the design.
5 Data is for temperature range A: Max. short term temperature = 104° F (40° C), max. long term temperature = 75° F (24° C).
For temperature range B: Max. short term temperature = 176° F (80° C), max. long term temperature = 122° F (50° C) multiply above value by 0.83.
For temperature range C: Max. short term temperature = 248° F (120° C), max. long term temperature = 162° F (72° C) multiply above value by 0.48.
Short term elevated concrete temperatures are those that occur over brief intervals, e.g., as a result of diurnal cycling. Long term concrete temperatures are roughly constant over significant
periods of time.
6 Tabular values are for dry and water-saturated concrete conditions.
7 Tabular values are for short term loads only. For sustained loads including overhead use, see Section 2.4.5.
8 Tabular values are for normal weight concrete only. For lightweight concrete multiply design strength (factored resistance) by λ
For sand-lightweight, λ
= 0.51. For all-lightweight, λ
a
Table 12 — Steel Factored Resistance (CSA A23.3 Annex D Based Design) for Canadian Rebar
CSA-G30.18 Grade 400
Nominal
Tensile
1
Rebar Size
N
sr
10 M
32.1
15 M
64.6
20 M
96.1
25 M
160.7
30 M
226.1
1 Tensile = A
ϕ
R as noted in CSA A23.3 Annex D
f
se
s
ut
2 Shear = A
ϕ
0.60 f
R as noted in CSA A23.3 Annex D
se
s
ut
3 See Section 2.4.4 to convert factored resistance value to ASD value.
4 CSA-G30.18 Grade 400 rebar are considered brittle steel elements.
16
Hilti, Inc. (USA) 1-800-879-8000 I www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I HIT-HY 100 Technical Supplement 01/14
1,2,3,4,5,6,7,8
Tension — N
=
=
=
f´
f´
f´
c
c
c
20 MPa
25 MPa
30 MPa
(kN)
(kN)
(kN)
22.3
22.3
22.3
34.9
34.9
34.9
43.8
43.8
43.8
39.8
39.8
39.8
68.6
68.6
68.6
87.8
87.8
87.8
66.9
66.9
66.9
118.7
118.7
118.7
130.4
130.4
130.4
99.4
99.4
99.4
175.1
175.1
175.1
217.9
217.9
217.9
112.8
112.8
112.8
197.5
197.5
197.5
259.5
259.5
259.5
= 0.45.
a
4
Shear
2
V
sr
17.9
35.9
53.6
89.2
125.7
r
=
=
=
f´
f´
f´
c
c
c
35 MPa
40 MPa
20 MPa
(kN)
(kN)
(kN)
23.6
23.6
48.0
37.0
37.0
75.1
46.4
46.4
94.4
42.2
42.2
85.7
72.7
72.7
147.8
93.1
93.1
189.2
70.9
70.9
144.1
125.9
125.9
255.8
138.3
138.3
281.0
105.4
105.4
214.1
185.6
185.6
377.1
230.9
230.9
469.2
119.6
119.6
262.5
209.3
209.3
502.6
275.1
275.1
660.6
a
Shear — V
r
=
=
f´
f´
f´
c
c
25 MPa
30 MPa
35 MPa
(kN)
(kN)
(kN)
48.0
48.0
50.9
75.1
75.1
79.7
94.4
94.4
100.0
85.7
85.7
90.9
147.8
147.8
156.6
189.2
189.2
200.5
144.1
144.1
152.7
255.8
255.8
271.1
281.0
281.0
297.8
214.1
214.1
227.0
377.1
377.1
399.7
469.2
469.2
497.4
287.2
287.2
304.4
502.6
502.6
532.8
660.6
660.6
700.2
as follows:
3
=
=
f´
c
c
40 MPa
(kN)
50.9
79.7
100.0
90.9
156.6
200.5
152.7
271.1
297.8
227.0
399.7
497.4
304.4
532.8
700.2
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