Sanyo ECO G SGP-EW120M2G2W, Технические данные инструкция

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System Design
7. Center-of-gravity and earthquake resistance
D-39
c) Bottom surf
ace of nor
mal ce
ilin
g slab, co
ncret
e w
all surfa
ce
Long-t
erm a
llo
wabl
e pul
l-ou
t l
oad (N)
Not
es
1.
The abo
ve
tabl
e
show
s
the
short
-te
rm a
llo
wabl
e pu
ll-
out l
oad
fo
r
anc
hor bo
lts
e
m
bedded
fo
r t
he
leng
ths
s
hown
.
2.
The
c
onc
re
te
des
ig
n c
harac
te
ris
tic
s
trengt
h i
s t
ak
en t
o
be
F
C
=
17.
6 N/
mm
2
.
3.
W
hen
t
he
dimen
si
on
s dif
fe
r
from
th
e abo
ve
di
agra
m
, or
if t
he
co
nc
ret
e de
si
gn
c
hara
ct
erist
ic st
ren
gt
h di
ffer
s,
t
hen
t
he
pu
ll-
out
load
ca
n be
ca
lc
ul
at
ed
a
cc
ord
ing w
ith
t
he
f
or
m
ul
ae
f
or
bolts
in
a
st
rong
foundati
on,
a
t t
he l
eft,
and div
ide t
he
res
ul
t b
y
1.
5
to
ob
ta
in
the al
lo
wab
le pul
l-ou
t l
oad
. I
n an
y c
as
e,
the a
llo
wabl
e pu
ll-
out
lo
ad
on one bolt mu
st
no
t e
xc
eed 7
,840 N
.
4. Do no
t u
se
bolt
s wit
h an
embed
de
d l
eng
th
le
ss t
han
that
shown
in
th
e r
ig
htm
os
t co
lu
m
n.
5.
It
is
nec
ess
ary
to
in
ve
st
igat
e
the s
hort
-t
erm pul
l-out
load of
normal
s
upport
s wi
th
regar
d t
o eart
hquak
es
when t
he s
upport
s
ar
e in
sta
lle
d in
th
e b
otto
m
o
f ce
ilin
g sla
bs
and on c
onc
ret
e wal
ls
des
igned t
o s
upport
heav
y obj
ec
ts
. For t
hi
s s
hort
-t
erm pul
l-out
load,
s
ee I
tem b,
“
S
hort
-t
erm pul
l-o
ut
loads
.
”
6.
If
ty
pe
1 or
2 li
ght
we
ight c
onc
re
te
is
u
sed
, all
ow 10
%
margi
n.
b) Upp
er
su
rfac
e o
f n
orm
al
flo
or
sl
ab
Short
-te
rm
pul
l-ou
t l
oad
(N)
Not
es
1.
The abo
ve
tabl
e
show
s t
he
shor
t-t
erm all
owabl
e pull
-out
load f
or
anc
hor bo
lts
e
m
be
dded
fo
r t
he
leng
ths
s
hown
.
2.
The
c
on
cret
e
des
ign c
hara
ct
erist
ic
st
rengt
h
is
t
ak
en t
o
be
F
C
=
17.
6 N
/m
m
2
.
3.
W
hen
th
e dimen
si
on
s d
iff
er
f
ro
m
t
he
abo
ve
di
agram
, or
if
th
e
co
nc
ret
e de
si
gn
charact
eris
tic
st
rengt
h d
iff
er
s,
then
th
e pul
l-ou
t
load
ca
n be
ca
lc
ul
at
ed
acc
ordi
ng
wit
h
th
e f
or
m
ul
ae
f
or
bolt
s i
n a
st
rong
f
ounda
tion
, a
t t
he
l
ef
t.
In
any c
as
e,
t
he a
llo
wabl
e pull
-out
load on one
bolt
mu
st
not e
xceed 11
,760 N.
4.
Do
no
t use bo
lts w
ith
an e
m
bedde
d l
eng
th
le
ss
than
th
at
s
hown
in
th
e r
ig
htm
os
t co
lu
m
n.
5.
If
ty
pe
1 or
2 li
ght
w
ei
ght c
onc
re
te
is
u
sed
, all
ow 10
%
margi
n.
Ins
tal
lat
ion
lo
ca
tion:
a) S
ol
id f
ou
nda
tio
n
S
hort
-t
erm al
lo
wabl
e pul
l-out
l
oad
of
a
bol
t is obt
ai
ned wi
th
t
he
fo
llo
wi
ng f
ormul
ae.
Howe
ve
r, if
the
shear st
re
ss
on t
he bo
lt e
xc
eeds
44.
1 N
/m
m
2
(for
S
S
400), bolt
st
rength and a
ss
uran
ce
that all
owabl
e
tensi
le
st
ress is
no
t e
xc
eeded
mu
st
b
e v
erif
ied
.
T
a=
6
π・
L
2
・
p
…
(a)
W
here,
Ta =
A
nc
hor
bolt
all
owabl
e s
ho
rt-
te
rm
pul
l-ou
t l
oad (N)
L = E
m
bedded l
en
gt
h of
a
nc
ho
r bol
t (mm)
(
M
ay
b
e
ta
ke
n
to
b
e
th
e d
ep
th
o
f th
e d
rille
d h
ol
e.
)
P
= Cor
rec
tion f
ac
tor f
or c
onc
re
te
des
ign s
tre
ngt
h i
s
P
=
M
in
,
0
.4
9 +
F
C
= Conc
ret
e
des
ig
n c
har
ac
te
ris
tic
s
tren
gt
h (
N
/m
m
2
)
(Normal
ly
, 17.
6 N/mm
2
is
u
se
d.)
For bol
ts
near a
co
rner or edge
of
a
f
oundati
on, if
t
he
dis
tan
ce
fr
om
the
ce
nt
er o
f t
he
bolt
t
o t
he
edge
is
C
≤
L,
th
e al
lo
wabl
e
short
-te
rm
pul
l-out l
oad o
f t
he
bolt
is giv
en b
y f
or
m
ul
a (b)
bel
ow
.
T
a=
6
π・
C
2
・
p
…
(b)
W
here C = t
he
dis
tan
ce
fr
om
the edg
e of
the f
ounda
tion
to
the
cent
er
of
the bo
lt (m
m)
Howev
er
, C
≥
4
d, a
nd
C
-
≥
50
m
m
Not
e 1
. If
ty
pe 1
or 2
lig
ht
wei
ght
concret
e is
u
sed
, all
ow 10
%
margi
n.
Embedded length
L (mm)
40 45 60 70 90
100
200
2940 3724 6566 9016
11760 11760
180
or l
ess
180
2940 3724 6566 9016
11760 11760
160
or l
ess
150
2940 3724 6566 9016
11760 11760
120
or l
ess
C
on
cr
ete
th
ic
kn
es
s (
m
m
)
120
2940 3724 6566 9016
11760 11760
100
or l
ess
B
ol
t di
am
et
er
d (nomi
na
l)
M8
M10 M12 M16 M20 M24
Lengt
h li
m
it of
embedded bo
lt
(mm)
1 6
Fc 30
Fc 100
Embedded length
L (mm)
40 45 60 70 90
100
200
1960 2450 4410 5978 7840 7840
180
or l
ess
180
1960 2450 4410 5978 7840 7840
160
or l
ess
150
1960 2450 4410 5978 7840 7840
120
or l
ess
C
on
cr
ete
th
ic
kn
es
s (
m
m
)
120
1960 2450 4410 5978 7840 7840
100
or l
ess
B
ol
t di
am
et
er
d (nomi
na
l)
M8
M10 M12 M16 M20 M24
Lengt
h li
m
it of
embedded bo
lt
(mm)
d 2
(7
) Al
lowa
bl
e
pul
l-ou
t l
oad
for
p
os
t-
in
st
al
le
d s
crew
-ty
pe me
ch
ani
cal
an
ch
or bo
lts