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 2.2.1.1 – Geometric parameters for HAC
Criteria Symbol Units
Anchor Channel
HAC-40 HAC-50 HAC-60 HAC-70
Channel profile height h
ch
in 1.10 1.22 1.40 1.57
(mm) (28.0) (31.0) (35.5) (40.0)
Channel profile width b
ch
in 1.61 1.65 1.71 1.79
(mm) (40.9) (41.9) (43.4) (45.4)
Channel profile moment
of inertia
l
y
in
4
0.0516 0.0796 0.1392 0.2293
(mm
4
) (21,463) (33,125) (57,930) (95,457)
Channel profile opening d
in 0.77 0.77 0.77 0.77
(mm) (19.50) (19.50) (19.50) (19.50)
Channel lip flange
thickness
f
in 0.18 0.21 0.25 0.30
(mm) (4.50) (5.30) (6.30) (7.4 0)
Channel lip thickness
(top)
t
nom,t
in 0.09 0.11 0.14 0.18
(mm) (2.25) (2.75) (3.50) (4.50)
Channel lip thickness
(bottom)
t
nom,b
in 0.09 0.11 0.14 0.18
(mm) (2.25) (2.75) (3.50) (4.50)
Min. effective
embedment depth
1
h
ef,min
in 3.58 4.17 5.83 6.89
(mm) (91.00) (106.00) (148.00) (175.00)
Thickness of the anchor
head
t
h
in 0.12 0.14 0.18 0.20
(mm) (3.00) (3.50) (4.50) (5.00)
Nominal embedment
depth
2
h
nom
in 3.70 4.31 6.00 7.09
(mm) (94.00) (109.50) (152.50) (180)
Minimum end spacing x
min
in 0.98 0.98 0.98 0.98
(mm) (25) (25) (25) (25)
Anchor shaft diameter d
2
in 0.28 0.36 0.36 0.43
(mm) (7.19) (9.03) (9.03) (10.86)
Head diameter
3
d
1
in 0.69 0.77 0.77 0.91
(mm) (17. 50) (19.50) (19.50) (23.00)
Anchor length l
A
in 2.62 3.09 4.61 5.51
(mm) (66.50) (78.50) (117.00 ) (140.00)
Minimum anchor
spacing
s
min
in 3.94 3.94 3.94 3.94
(mm) (100) (100) (100) (100)
Maximum anchor
spacing
s
max
in 9.84 9.84 9.84 9.84
(mm) (250) (250) (250) (250)
Net bearing area of the
anchor head
A
brg
in
2
0.324 0.400 0.400 0.552
(mm
2
) (209) (258) (258) (356)
Matching channel bolt x
nail
HBC-C, HBC-C 50R, HBC-C-N
Minimum channel bolt
spacing
s
chb
3 x bolt diameter
Nail hole location
4
in
1” offset from anchor
(25.4 offset from anchor)
(mm)
1 Longer anchors can be offered upon request; longer lead time is expected.
2 Manufacture tolerance of up to +3 mm (0.118 in.).
3 The head diameter is the inner diameter of the hexagonal shaped head, and does not fully reflect the cross sectional area of
the anchor head.
4 Nail hole diameter is 4 mm (0.16 in.)
Table 2.2.1.1 provides geometric parameters for HAC. This
information is based on ICC ESR-3520 Table 8.1.
Figure 2.2.1.3 a — HAC dimensions.
Figure 2.2.1.3 b — HAC end and nail
hole distance.
Minimum substrate requirements
The minimum edge distance and member thickness for anchor
channels are established via testing. It is the interaction
between minimum member thickness and minimum edge
distance that determines the minimum edge distance. If the
anchor channel is installed closer than the minimum edge
distance, cracking of the concrete may occur while applying
the required installation torque to the t-bolts. Testing to
determine the minimum edge distance considers unfavorable
site conditions. The test is based on having the anchor channel
recessed 1/8" in unreinforced concrete. Splitting/cracking
may occur. Therefore, minimum substrate requirements
vary depending on the anchor channel size. HAC substrate
requirements are provided in Table 2.2.1.2 and 2.2.1.3.
Table 2.2.1.2 — Minimum substrate dimensions for HAC
in normal weight and sand-lightweight
concrete
Anchor
channel
Units c
a1
c
a2
*h
min
HAC-40
in 1.97 1.97 4.13
(mm) (50) (50) (105)
HAC-50
in 1.97 1.97 4.92
(mm) (50) (50) (125)
HAC-60
in 2.95 2.95 6.61
(mm) (75) (75) (168)
HAC-70
in 2.95 2.95 7.72
(mm) (75) (75) (196)
Table 2.2.1.3 — Minimum substrate dimensions for HAC in
all lightweight concrete
Anchor
channel
Units c
a1
c
a2
*h
min
HAC-40
in 2.95 2.95 4.13
(mm) (75) (75) (105)
HAC-50
in 2.95 2.95 4.92
(mm) (75) (75) (125)
HAC-60
in 2.95 2.95 6.61
(mm) (75) (75) (168)
HAC-70
in 2.95 2.95 7.72
(mm) (75) (75) (196)
* Minimum slab thickness, h
min
may be reduced if anchor cover requirements can be omitted
(i.e. interior applications with metal deck underneath the channel). To avoid splitting of the
concrete, the minimum edge and corner distance shall be increased by a factor of 2.
c
a1
= min of c
a1,1
and c
a1,2
c
a2
= min of c
a2,1
and c
a2,2
Corner and edge distances are measured to the center of the anchor
Figure 2.2.1.4 — Minimum HAC edge and corner distances, plan view.
Figure 2.2.1.5 – Minimum HAC member thickness, isometric view.
Edge distance facts:
• Any edge which the distance perpendicular to the long axis of
the anchor channels is considered an edge.
• For determination of the minimum edge distance of
• concrete breakout strength in tension,
c
a1
= min of c
a1,1
and c
a1,2
• For analysis purposes of concrete edge breakout strength in
shear, c
a1
is always measured in the direction of the applied
shear load.
• Edge distances are always measured from the center of the
anchor under consideration.
Corner distance facts:
• Any edge which the distance parallel to the long axis of the
anchor channels is considered a corner
• For determination of the minimum corner distance,
c
a2
= min of c
a2,1
and c
a2,2
• Corner distances are always measured from the center of the
anchor under consideration