HAC_Technical-Guide

104 105
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
2.3.16 HAC-30 AND HAC-T STRUCTURAL STEEL PERFORMANCE —
SHEAR
Table 2.3.161 – Shear steel strength design information for HAC-T with Hilti Serrated Channel Bolts (HBC-T) HAC-30
with Hilti Channel Bolts (HBC-B).
Criteria Symbol Units HAC-30
(compatible
with HBC-B)
HAC-T50
(compatible
with HBC-T)
HAC-T70
(compatible
with HBC-T)
Nominal shear steel strength for local failure of channel lips
V
sl,y
lb
(kN)
5,620
(25.0)
10,675
(47.4)
21,550
(95.8)
Nominal shear steel strength for local failure of the channel lips
for seismic design
V
sl,y,seis
lb
(kN)
5,620
(25.0)
10,675
(47.4)
21,550
(95.8)
Strength reduction factor for local failure of channel lips
1
ϕ - 0.75
Nominal shear steel strength of a single anchor
V
sa,y
lb
(kN)
5,620
(25.0)
12,050
(53.6)
25,790
(114.7)
Nominal shear steel strength of a single anchor for seismic design
V
sa,y,seis
lb
(kN)
5,620
(25.0)
10,675
(47.4)
21,550
(95.8)
Strength reduction factor anchor failure
1
ϕ - 0.75
Nominal shear steel strength of connection between anchor and
channel
V
sc,y
lb
(kN)
5,620
(25.0)
12,050
(53.6)
25,790
(114.7)
Nominal shear steel strength of connection between anchor and
channel for seismic design
V
sc,y,seis
lb
(kN)
5,620
(25.0)
10,675
(47.4)
21,550
(95.8)
Strength reduction factor for failure of connection between
anchor and channel
1
ϕ - 0.75
Nominal shear steel strength of connection between anchor and
channel
V
sc,x
lb
(kN)
2,360
(10.5)
5,240
(23.3)
9,590
(42.6)
Nominal shear steel strength of connection between anchor and
channel for seismic design
V
sc,x,seis
lb
(kN)
2,360
(10.5)
5,240
(23.3)
9,590
(42.6)
Strength reduction factor for failure of connection between
anchor and channel
1
ϕ - 0.75
Nominal shear steel strength of a single anchor
V
sa,x
lb
(kN)
2,340
(10.4)
6,740
(30.0)
9,800
(43.6)
Nominal shear steel strength of a single anchor for seismic design
V
sa,x,seis
lb
(kN)
2,340
(10.4)
6,740
(30.0)
9,800
(43.6)
Strength reduction factor anchor failure
1
ϕ - 0.75
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. For installations where complying
supplementary reinforcement can be verified, the ϕ factors described in ACI 318-14 17.3.3(c) or ACI 318-11 D.4.3(c), as applicable, for Condition A are allowed.
Table 2.3.16.2 — Shear concrete strength design information for HAC-T with Hilti Serrated Channel Bolts (HBC-T) and
HAC-30 with Hilti Channel Bolts (HBC-B).
Criteria Symbol Units HAC-30 F
HAC-T50 F
HAC-T70 F
Factor to account for the influence of channel size and anchor
diameter on concrete edge breakout strength in shear
α
ch,V
lb
1/2
/in
1/3
(N
1/2
/mm
1/3
)
10 .5 0
(7.50 )
Coefficient for pryout strength k
cp
- 2
Strength reduction factor for shear, concrete failure modes
1
ϕ -
Condition A: 0.75
Condition B: 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. For installations where complying
supplementary reinforcement can be verified, the ϕ factors described in ACI 318-14 17.3.3(c) or ACI 318-11 D.4.3(c), as applicable, for Condition A are allowed.
Table 2.3.16.3 — Steel strength design information for shear acting in longitudinal direction of the channel axis for
HAC-T with Hilti Serrated Channel Bolts (HBC-T) and HAC-30 with Hilti Channel Bolts (HBC-B).
Criteria Symbol
*Channel bolt type
Units
HAC-30 F
(compatible
with HBC-B)
HAC-T50 F
(compatible
with HBC-T)
HAC-T70 F
(compatible
with HBC-T)
HBC-B
(compatible
with HAC-30)
HBC-T
(compatible
with HBC-T)
Nominal shear steel strength of
connection between channel lips and
channel bolts
V
sl,x
M12
lb
(kN)
790
(3.5)
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
lb
(kN)
790
(3.5)
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
- 0.55 0.65M16
M20
Strength reduction factor for failure of
connection between channel lips and
channel bolts
1
(continuous inspection)
ϕ
M12
- 0.55 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.
* Note: HBC-T are only compatible with HAC-T. HBC-B are only compatible with HAC-30.