1. Anchor
Channel Systems
2. HAC
Portfolio
3. HAC
Applications
4. Design
Introduction
5. Base material
6. Loading
Bolt type
Units
Bolt type: HBC-B 4.6
M10
Bolt type: HBC-T 8.8
M12
M12
M16
9. Special Anchor
Channel Design
M20
15,160
(67.4)
28,235
(125.6)
7,575
(33.7
15,160
(67.4)
28,235
(125.6)
39,229
(174.5)
-
0.65
Table 2.3.26.1 — Shear steel strengths design information for Hilti Serrated Channel Bolts (HBC-B and HBC-T).
Symbol
Bolt type
Units
Bolt type: HBC-B 4.6
M10
Bolt type: HBC-T 8.8
M12
M12
M16
M20
HBC-T 8.8
4,540
(20.2)
9,095
(40.4)
16,940
(75.3)
27,427
(122.0)
HAC-40 91/300 F 2107349 A 11.81 (300) 3.7 (94.0) 2 9.84 (250) 1.41
2122493 A 13.78 (350) 3.7 (94.0) 3 5.91 (150) 1.72
HAC-40 91/450 F 2122494 A 17.72 (450) 3.7 (94.0) 3 7.87 (200) 2.14
HAC-40 91/550 F 2122495 B 21.65 (550) 3.7 (94.0) 3 9.84 (250) 2.58
HAC-40 91/800 F 2122496 A 31.50 (800) 3.7 (94.0) 4 9.84 (250) 3.70
HAC-40 91/5800 F 2122536 C 228.35 (5800) 3.7 (94.0) 24 9.84 (250) 26.68
tbd C other 2) 3.7 (94.0) HAC-50 106/150 F 2107510 B 5.91 (150) 4.3 (109.5) 2 3.94 (100) 1.13
HAC-50 106/200 F 2122537 B 7.87 (200) 4.3 (109.5) 2 5.91 (150) 1.39
HAC-50 106/250 F 2122538 B 9.84 (250) 4.3 (109.5) 2 7.87 (200) 1.65
HAC-50 106/300 F 2107511 A 11.81 (300) 4.3 (109.5) 2 9.84 (250) 1.92
HAC-50 106/350 F 2122539 A 13.78 (350) 4.3 (109.5) 3 5.91 (150) 2.34
HAC-50 106/450 F 2122540 A 17.72 (450) 4.3 (109.5) 3 7.87 (200) 2.87
HAC-50 106/550 F 2122541 B 21.65 (550) 4.3 (109.5) 3 9.84 (250) 3.40
HAC-50 106/800 F 2122542 A 31.50 (800) 4.3 (109.5) 4 9.84 (250) 4.87
HAC-50 106/5800 F 2122553 C 228.35 (5800) 4.3 (109.5) 24 9.84 (250) 34.80
HAC-50 106/ "custom length"
-
9,095
(40.4)
16,940
(75.3)
27,427
(122.0)
C 2075654 B 9.84 (250) 6.0 (152.5) 2 7.87 (200) HAC-60 148/300 F 431850 A 11.81 (300) 6.0 (152.5) 2 9.84 (250) HAC-60 148/350 F 431851 A 13.78 (350) 6.0 (152.5) 3 5.91 (150) 3.13
HAC-60 148/450 F 431852 A 17.72 (450) 6.0 (152.5) 3 7.87 (200) 3.82
HAC-60 148/550 F 431853 B 21.65 (550) 6.0 (152.5) 3 9.84 (250) 4.54
HAC-60 148/5800 F 431856 C 228.35 (5800) 6.0 (152.5) 24 9.84 (250) 46.26
3.56
C A 11.81 (300) 7.1 (180.0) 2 9.84 (250) HAC-70 175/350 F 431861 A 13.78 (350) 7.1 (180.0) 3 5.91 (150) 4.39
HAC-70 175/450 F 431862 A 17.72 (450) 7.1 (180.0) 3 7.87 (200) 5.34
HAC-70 175/550 F 431863 B 21.65 (550) 7.1 (180.0) 3 9.84 (250) 6.31
HAC-70 175/5800 F 431866 C 228.35 (5800) 7.1 (180.0) 24 9.84 (250) 66.41
tbd C HBC-T 8.8 lb-in
(N*m)
ϕ - -
465
(52.4) 930
(104.8) 2,355
(266.3) 4,768
(538.7)
465
(52.4) 930
(104.8) 2,355
(266.3) 4,768
(538.7)
2)
7.1 (180.0)
1) Lead Time Categories
A = Standard inventory item in North America, typically available from stock
B = Standard item, not stocked in North America, typical lead time 8 weeks
C = Make to order item, typical lead time 12 weeks
D = Make to order item with minimum order quantity, lead time may be longer than 12 weeks"
General note: It's recommended to always check availability with Hilti for all items
2) C
ustom lengths are available upon request in increments of 5 mm. Min length 150 mm, max length 5800 mm.
See section for custom made anchor channels
Nominal shear strength of
a channel bolt for seismic
design
Strength reduction factor
for shear, steel failure
modes 1
0.60
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.
114
Cast-In Anchor Channel Product Guide, Edition 1 • 02/2019
115
M oss,seis
265
(29.9)
other
2)
lb-in
(N*m)
6.0 (152.5)
tbd 431860 HBC-T 8.8
2.56
M oss
other
2)
HAC-70 175/300 F
HAC-70 175/ "custom length"
Nominal shear strength of a
channel bolt
other
4.3 (109.5)
tbd HAC-60 148/250 F
HBC-T 8.8
4,540
(20.2)
1.21
V ss,seis
lb
(kN)
7.87 (200) HAC-40 91/350 F
HAC-60 148/ "custom length"
Nominal shear strength of
a channel bolt for seismic
design
2 A
3,125
(13.9)
3.7 (94.0) 2122492
V ss
lb
(kN)
1.01
9.84 (250) HAC-40 91/250 F
Nominal shear strength of a
channel bolt
0.79
5.91 (150)
Criteria
3.94 (100) 2 B
2
.3.26 HBC-B AND HBC-T STEEL PERFORMANCE — SHEAR
2 3.7 (94.0) B 2122491
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.
3.7 (94.0) 7.87 (200) 2107348 HAC-40 91/200 F
-
5.91 (150) HAC-40 91/150 F
ESR-3520
HAC-40 91/ "custom length"
ϕ
Weight
(lb/unit)
-
Anchor
Spacing
in. (mm) Anchor
Channel
Length
in. (mm)
lb
(kN)
No. of
Anchors Lead Time
Category 1)
Strength reduction factor
for tension, steel failure
modes 1
HBC-T 8.8
Nominal
Channel
Depth
in. (mm) Item Number
39,229
(174.5)
Nominal tensile strength of
a channel bolt for seismic
design
N ss,seis
14. Design
Example
13. Field Fixes
HBC-T 8.8
7,575
(33.7
12. Instructions
for Use
N ss
5,215
(23.2)
11. Best
Practices
HAC
Nominal tensile strength of
a channel bolt
lb
(kN)
10. Design
Software
Table 2.3.25.1 — Tension steel strengths design information for Hilti Serrated Channel Bolts (HBC-B and HBC-T).
Symbol
8. Reinforcing
Bar Anchorage
2.4 ORDERING INFORMATION
2
.3.25 HBC-B AND HBC-T STEEL PERFORMANCE — TENSION
Criteria
7. Anchor Channel
Design Code