HAC_Technical-Guide

114 115
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
2.3.25 HBC-B AND HBC-T STEEL PERFORMANCE — TENSION
Table 2.3.25.1 — Tension steel strengths design information for Hilti Serrated Channel Bolts (HBC-B and HBC-T).
Criteria Symbol Bolt type Units
Bolt type: HBC-B 4.6 Bolt type: HBC-T 8.8
M10 M12 M12 M16 M20
Nominal tensile strength of
a channel bolt
N
ss
HBC-T 8.8
lb
(kN)
5,215
(23.2)
7,575
(33.7
15,160
(67.4)
28,235
(125.6)
39,229
(174.5)
Nominal tensile strength of
a channel bolt for seismic
design
N
ss,seis
HBC-T 8.8
lb
(kN)
-
7,575
(33.7
15,160
(67.4)
28,235
(125.6)
39,229
(174.5)
Strength reduction factor
for tension, steel failure
modes
1
ϕ - - 0.65
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.
2.3.26 HBC-B AND HBC-T STEEL PERFORMANCE — SHEAR
Table 2.3.26.1 — Shear steel strengths design information for Hilti Serrated Channel Bolts (HBC-B and HBC-T).
Criteria Symbol Bolt type Units
Bolt type: HBC-B 4.6 Bolt type: HBC-T 8.8
M10 M12 M12 M16 M20
Nominal shear strength of a
channel bolt
V
ss
HBC-T 8.8
lb
(kN)
3,125
(13.9)
4,540
(20.2)
9,095
(40.4)
16,940
(75.3)
27,427
(122.0)
Nominal shear strength of
a channel bolt for seismic
design
V
ss,seis
HBC-T 8.8
lb
(kN)
-
4,540
(20.2)
9,095
(40.4)
16,940
(75.3)
27,427
(122.0)
Nominal shear strength of a
channel bolt
M
o
ss
HBC-T 8.8
lb-in
(N*m)
265
(29.9)
465
(52.4)
930
(104.8)
2,355
(266.3)
4,768
(538.7)
Nominal shear strength of
a channel bolt for seismic
design
M
o
ss,seis
HBC-T 8.8
lb-in
(N*m)
465
(52.4)
930
(104.8)
2,355
(266.3)
4,768
(538.7)
Strength reduction factor
for shear, steel failure
modes
1
ϕ - - 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.
2.4 ORDERING INFORMATION
HAC
ESR-3520
Item Number
Lead Time
Category
1)
Anchor
Channel
Lengt h
in. (mm)
Nominal
Channel
Depth
in. (mm)
No. of
Anchors
Anchor
Spacing
in. (mm)
Weight
(lb/unit)
HAC-40 91/150 F 2107348 B 5.91 (150) 3.7 (94.0) 2 3.94 (100) 0.79
HAC-40 91/200 F 2122491 B 7. 87 (20 0) 3.7 (94.0) 2 5.91 (150) 1.01
HAC-40 91/250 F 2122492 A 9.84 (250) 3.7 (94.0) 2 7.87 (200 ) 1.21
HAC-40 91/300 F 2107349 A 11.81 (300) 3.7 (94.0) 2 9.84 (250) 1.41
HAC-40 91/350 F 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
HAC-40 91/ "custom length" 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 (20 0) 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 (45 0) 4.3 (109.5) 3 7. 87 (20 0) 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" tbd C other
2)
4.3 (109.5)
HAC-60 148/250 F 2075654 B 9.84 (250) 6.0 (152.5) 2 7. 87 (20 0)
HAC-60 148/300 F 431850 A 11.81 (3 00) 6.0 (152.5) 2 9.84 (250) 2.56
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 (20 0) 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
HAC-60 148/ "custom length" tbd C other
2)
6.0 (152.5)
HAC-70 175/300 F 431860 A 11.81 (300) 7.1 (18 0.0) 2 9.84 (250) 3.56
HAC-70 175/350 F 431861 A 13.78 (350) 7.1 (18 0.0 ) 3 5.91 (150) 4.39
HAC-70 175/450 F 431862 A 17.72 (45 0) 7.1 (18 0.0) 3 7. 87 (20 0) 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
HAC-70 175/ "custom length" tbd C other
2)
7.1 (18 0.0 )
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) Custom 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