HAC_Technical-Guide

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Cast-In Anchor Channel Product Guide, Edition 1 • 02/2019
2.1 HAC
Nomenclature
2.2 Geometric Parameters 2.3 Structural Performance
2.4 Ordering
Information
2.5 Standard
Portfolio
2.6 HAC Custom
Solutions
HAC
HAC
CRFoS U
HAC EDGE HBC-C
HAC-T
HAC-30
HAC-T
EDGE
HBC-T
HBC-B
HAC
HAC
CRFoS U
HAC EDGE HBC-C
HAC-T
HAC-30
HAC-T
EDGE
HBC-T
HBC-B
1. Anchor
Channel Systems
2. HAC
Portfolio
3. HAC
Applications
4. Design
Introduction
5. Base material 6. Loading
7. Anchor Channel
Design Code
8. Reinforcing
Bar Anchorage
9. Special Anchor
Channel Design
10. Design
Software
11. Best
Practices
12. Instructions
for Use
13. Field Fixes
14. Design
Example
Table 2.3.22.3 — Steel 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)
Criteria Symbol
Channel
bolt type
HBC-T
Units
HAC-40
EDGE Lite
HAC-T50 S EDGE
HAC-T50 S EDGE C
Nominal shear steel strength of
connection between channel lips and
channel bolts
V
sl,x
M12
2
lb
(kN)
3,395
(15.1)
M16
lb
(kN)
4,519
(20.1)
M20
lb
(kN)
4,519
(20.1)
Nominal shear steel strength of
connection between channel lips and
channel bolts for seismic design
V
sl,x,seis
M12
2
lb
(kN)
3,395
(15.1)
M16
lb
(kN)
4,519
(20.1)
M20
lb
(kN)
4,519
(20.1)
Strength reduction factor for failure of
connection between channel lips and
channel bolts
1
(periodic inspection)
ϕ
M12
- 0.65M16
M20
Strength reduction factor for failure
of connection between channel
lips and channel bolts
1
(continuous
inspection)
ϕ
M12
- 0.75M16
M20
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.
2.3.23 HAC-T S EDGE AND HAC-T S EDGE C PLATE STEEL STRENGTH
INFORMATION
Table 2.3.23.1 — Steel strength design information for HAC-T S EDGE and HAC-T EDGE C rebar edge confinement plate
(EDGE and EDGE C plate)
Criteria Symbol Units
Anchor Channel
HAC-T50 S
EDGE EDGE C
Modulus of elasticity of the
EDGE plate
E
ksi 30,458
(MPa) (210,000)
Minimum specified ultimate
strength
f
uta
psi 79,750
(MPa) (550)
Minimum specified yield strength f
ya
psi 72,500
(MPa) (500)
Nominal rebar steel strength N
s,r
lb
12,713
(56.55)
(kN)
Nominal connection strength of
rebar-EDGE Lite or EDGE plate
N
s,c
lb
(kN)
Strength reduction factor for
rebar tensile steel strength
ϕ
-
0.75
2.3.24 DESIGN INFORMATION FOR HAC-T S EDGE AND HAC-T S EDGE C
CONCRETE BREAKOUT IN PERPENDICULAR SHEAR
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.
Criteria Symbol Units
Anchor Channel
HAC-T50 S
EDGE
HAC-T50 S
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
k
EDGE
/
k
EDGE C
Imperial units 880 720
SI units (415) (340)
Exponent for the edge distance in the basic value
of the concrete edge breakout
x
1
- 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
Strength reduction factor for shear, concrete
failure modes
1
ϕ - 0.70
1 The 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.
See chapter 9 for additional design information for HAC-T S EDGE and HAC-T S EDGE C