HAC-V Technical Data Sheet

8 9
STEEL FAILURE MODES – STATIC RESISTANCE UNDER
TENSION, PERPENDICULAR SHEAR AND LONGITUDINAL
SHEAR
Resistance values under tension load - steel failure
Anchor channel HAC-30 HAC-40 HAC-50 HAC-T50 HAC-60 HAC-70 HAC-T70
Steel failure: Anchor:
Characteristic resistance
N
Rk,s,a
[kN]
18.2 33.1 52.5 52.5 52.5 76.3 76.3
Design resistance
N
Rd,s,a
[kN]
10.1 18.4 29.2 29.2 29.2 42.4 42.4
Steel failure: Connection between anchor and channel
Characteristic resistance
N
Rk,s,c
[kN]
18.2 25.0 35.0 35.0 50.1 71.0 71.0
Design resistance
N
Rd,s,c
[kN]
10.1 13.9 19.4 19.4 27.8 39.4 39.4
Steel failure: Local flexure of channel lips
Characteristic or design
spacing of channel bolts
s
l,N
[mm]
83 82 84 84 87 91 91
Characteristic resistance
N
0
Rk,s,l
[kN]
19.9 25.0 35.0 35.0 50.1 71.0 71.0
Design resistance
N
0
Rd,s,l
[kN]
11.1 13.9 19.4 19.4 27.8 39.4 39.4
Static/
quasi-static
Resistance values under tension load – steel failure
Anchor channel HAC-30 HAC-40 HAC-50 HAC-T50 HAC-60 HAC-70 HAC-T70
Steel failure: Flexure of channel
Characteristic flexural resistance of channel
M
Rk,s,flex
[Nm]
HBC-B 755 - - - - - -
HBC-C - 1136 1596 - 2187 3160 -
HBC-C-E - 113 6 1596 - - - -
HBC-C-N - 980 1345 - 2156 3005 -
HBC-T - - - 1596 - - 2975
Design flexural resistance of channel
M
Rd,s,flex
[Nm]
HBC-B 657 - - - - - -
HBC-C - 988 1388 - 1902 274 8 -
HBC-C-E - 988 1388 - - - -
HBC-C-N - 852 1170 - 1875 2613 -
HBC-T - - - 1388 - - 2587
Displacements under tension load
1)
Displacements in midspan of the anchor channel, including slip of channel bolt, deformation of channel lips, bending of the channel and slip of the
anchor channel in concrete.
Anchor channel HAC-30 HAC-40 HAC-50 HAC-T50 HAC-60 HAC-70 HAC-T70
Tension load N
[kN]
6.6 11. 3 14.3 14.7 18.8 26.6 25.2
Short time displacement
1)
d
N0
[mm]
1.6 1.7 1.1 1.7 1.1 1.0 1.5
Long time displacement
1)
d
N∞
[mm]
3.2 3.4 2.2 3.4 2.2 2.0 3.0