Hi
lti
HI
T-R
E 500-SD mortar
wi
th
HI
T-
CS(
-
F)
r
od
Thes
e pages
are part of the Anchor
Fas
tening
Technology Manual is
s
ue September 2014
09 /
2014
554
Combined
tension and shear loading
The following equations mus
t
be
sa
ti
sfi
e
d
ß
N
≤
1
ß
V
≤
1
ß
N
+
ß
V
≤
1,2 or ß
N
D
D
+ ß
V
D
≤
1
With
ß
N
=
N
Sd
/ N
Rd
and
ß
V
= V
Sd
/ V
Rd
N
Sd
(V
Sd
) = tens
ion (shear)
design action
N
Rd
(V
Rd
) = tens
ion (shear)
des
ign res
is
tance
Annex C
of ETAG
001
Simplified des
ign method
D
D
=
2,0
if
N
Rd
and
V
Rd
are gov
erned
by steel
f
ailure
D
=
1,5
for all other failure modes
Failure mode
is
not cons
idered for the simplified method
D
D
=
1
,5
for all failure modes (leading to
conserv
ativ
e
results
