1. Anchor
Channel Systems
2. HAC
Portfolio
3. HAC
Applications
4. Design
Introduction
5. Base material
6. Loading
Criteria
Symbol
3,395
(15.1)
M16 lb
(kN) 4,519
(20.1)
M20 lb
(kN) 4,519
(20.1)
M12 2
Table 2.3.23.1 — S
teel strength design information for HAC-T S EDGE and HAC-T EDGE C rebar edge confinement plate
(EDGE and EDGE C plate)
Anchor Channel
M16
Strength reduction factor for failure of
connection between channel lips and
channel bolts 1 (periodic inspection)
lb
(kN) 4,519
(20.1)
lb
(kN)
4,519
(20.1)
Units
HAC-T50 S
EDGE
Modulus of elasticity of the
EDGE plate E
Minimum specified ultimate
strength f uta
Minimum specified yield strength
Nominal rebar steel strength
Nominal connection strength of
rebar-EDGE Lite or EDGE plate
Strength reduction factor for
rebar tensile steel strength
f ya
N s,r
N s,c
ϕ
EDGE C
ksi 30,458
(MPa) (210,000)
psi 79,750
(MPa) (550)
psi 72,500
(MPa) (500)
lb
(kN)
12,713
(56.55)
lb
(kN)
-
M20
3,395
(15.1)
Symbol
V sl,x,seis
lb
(kN)
14. Design
Example
Nominal shear steel strength of
connection between channel lips and
channel bolts for seismic design
13. Field Fixes
2.3.23 HAC-T S EDGE AND HAC-T S EDGE C PLATE STEEL STRENGTH
INFORMATION
Criteria
V sl,x
12. Instructions
for Use
0.75
M12
M16
-
0.65
Table 2.3.24.1 —Shear concrete strength design information for HAC-T S EDGE and HAC-T S EDGE C
with Hilti Serrated Channel Bolts (HBC-T) when shear load acts towards the EDGE Plate.
M12
ϕ
M16
-
1 The tabulated value of ϕ applies when the load combinations of Section 1605.2 of the IBC, ACI 318-14 Section 5.3 or ACI 318-11 Section 9.2 are used.
0.97
Exponent for the concrete strength in the basic
value of the concrete edge breakout x 2 - 0.18
Exponent for the modification factor to account for
influence of member thickness on concrete edge
breakout strength for anchors channels loaded in
shear x 3 - 0.25
Exponent for the modification factor for corner
effects on concrete edge breakout strength for
anchor channels loaded in shear x 4 - 0.11
Modification factor for the critical anchor spacing
in combination with the EDGE plate α 1,V - 0.60
Coefficient for pry out strength k cp - 2.0
Modification factor for HAC-T EDGE to control
splitting ψ cp - 1.0
Modification factor to account for influence of
cracked or uncracked concrete for concrete edge
breakout strength ψ c,V - 1.0
ϕ - 0.70
Strength reduction factor for shear, concrete
failure modes 1
720
SI units (415) (340)
- 880 x 1 Imperial units Exponent for the edge distance in the basic value
of the concrete edge breakout HAC-T50 S
EDGE C
k EDGE /
k EDGE C
Factor to account for the influence of plate size
and rebar diameter on concrete edge breakout
strength in shear for the EDGE plate
HAC-T50 S
EDGE Units
M20
0.75
Symbol
Anchor Channel
Criteria
See chapter 9 for additional design information for HAC-T S EDGE and HAC-T S EDGE C
113
1 T
he tabulated value of ϕ applies when both the load combinations of Section 1605.2 of the IBC, ACI 318-14 Section 5.3 or ACI 318-11 Section 9.2 are used and the requirements of ACI 318-14
17.3.3(c) or ACI 318-11 D.4.3(c), as applicable, for Condition B are met. Condition B applies where supplementary reinforcement is not provided.
Cast-In Anchor Channel Product Guide, Edition 1 • 02/2019
Strength reduction factor for failure
of connection between channel
lips and channel bolts 1 (continuous
inspection)
2.3.24 DESIGN INFORMATION FOR HAC-T S EDGE AND HAC-T S EDGE C
CONCRETE BREAKOUT IN PERPENDICULAR SHEAR
M20
ϕ
112
lb
(kN)
HAC-T50 S EDGE
HAC-T50 S EDGE C
11. Best
Practices
M12 2
HAC-40
EDGE Lite
10. Design
Software
Units
9. Special Anchor
Channel Design
Nominal shear steel strength of
connection between channel lips and
channel bolts
Channel
bolt type
HBC-T
8. Reinforcing
Bar Anchorage
Table 2.3.22.3 — S
teel strength design information for shear acting in longitudinal direction of the channel axis for
HAC-T S EDGE and HAC-T S EDGE C with Hilti Serrated Channel Bolts (HBC-T)
7. Anchor Channel
Design Code