Sanyo ECO G SGP-EW120M2G2W, Технические данные инструкция

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System Design
7. Center-of-gravity and earthquake resistance
D-35
c) Bo
ttom su
rfac
e of n
ormal c
eilin
g slab, co
ncre
te w
all su
rface
Long-t
erm a
llo
wabl
e pul
l-ou
t l
oad (N)
Not
es
1.
The
se are
s
hort
-te
rm
al
lo
wab
le pu
ll-out
loads
fo
r bo
lts embedded
as
s
hown
in
th
e di
agram
abo
ve
.
2.
The
co
nc
ret
e de
si
gn
c
hara
ct
eris
tic
st
reng
th
is
ta
ke
n t
o be
F
C
=
17.
6 N/mm
2
.
3.
W
hen
t
he
d
imen
si
on
s dif
fe
r
from
the ab
ov
e d
iagram
, or
i
f
th
e
co
nc
ret
e de
si
gn
c
haract
eris
tic
st
ren
gt
h di
ffer
s,
t
hen
t
he
pull
-out
load c
an be
ca
lc
ul
at
ed a
cc
ordi
ng wit
h t
he
fo
rmu
lae f
or bo
lts
in
a
st
rong
founda
tion
, a
t t
he l
ef
t, an
d div
ide t
he re
su
lt b
y 1.
5 t
o obt
ai
n
the all
owabl
e pu
ll-
out l
oad
. I
n an
y
ca
se
, t
he
al
lo
wab
le pull
-out
load
on one bolt mu
st
no
t e
xc
eed 7
,840 N
.
4.
It is
de
si
rabl
e
that
L
≥
6d
. The
co
ndi
tion
s i
nd
ic
at
ed b
y “-” i
n
th
e
abov
e t
abl
e s
houl
d
be
a
voi
ded
.
5.
It is nec
es
sa
ry
to
in
ve
st
igat
e
th
e
sh
ort
-te
rm
pu
ll-
out
load
of nor
mal
supports wi
th
regard
to
eart
hqua
kes
when
the
supports are
in
st
al
le
d i
n
th
e bo
tto
m
of
ce
ili
ng
sl
abs and
on
c
on
cret
e wal
ls
des
igned
to
s
upport
hea
vy
obj
ec
ts
. For t
his
s
hor
t-t
erm
pul
l-ou
t
load,
s
ee
It
em
b
, “
S
hort
-te
rm
pu
ll-
ou
t l
oads.
”
6.
If
ty
pe 1
or 2
li
gh
twei
gh
t c
on
cret
e is us
ed
, a
llo
w
10%
marg
in
.
b)
U
ppe
r s
ur
fa
ce
of
no
rm
al
fl
oo
r s
lab
Short
-te
rm
pul
l-ou
t l
oad
(N)
Not
es
1.
The
ta
bl
e
show
s t
he
s
hort
-te
rm
pul
l-out
load
fo
r bo
lts embedded
in
co
nc
ret
e of v
ar
ious
th
ic
kn
es
se
s a
s
shown i
n
th
e abov
e di
agra
m
.
2.
The
co
nc
ret
e de
si
gn
c
hara
ct
eris
tic
st
reng
th
is
ta
ke
n t
o be
F
C
=
17.
6 N/mm
2
.
3.
W
hen
t
he
d
imen
si
on
s dif
fe
r
from
the ab
ov
e d
iagram
, or
i
f
th
e
co
nc
ret
e de
si
gn
c
haract
eris
tic
st
ren
gt
h di
ffer
s,
t
hen
t
he
pull
-out
load c
an be
ca
lc
ul
at
ed a
cc
ordi
ng wit
h t
he
fo
rmu
lae f
or bo
lts
in
a
st
rong
f
oundati
on, a
t t
he
l
eft
.
In
any
ca
se
,
the a
llo
wabl
e pu
ll-
out
load on one
bolt
mu
st
not e
xceed 11
,760 N.
4.
It is
de
si
rabl
e
that
L
≥
6d
. The
co
ndi
tion
s i
nd
ic
at
ed b
y “-” i
n
th
e
abov
e t
abl
e s
houl
d
be
a
voi
ded
.
5.
Di
men
si
on
s
B
and
H
in
th
e abo
ve
di
agram
are
th
e dist
ance a
cro
ss
the
flat
si
de
s o
f
the head and
the t
hick
ne
ss of t
he
head,
res
pect
iv
ely,
fo
r JIS
st
and
ard he
x bo
lt.
6.
If
ty
pe 1
or 2
li
gh
twe
ig
ht
c
on
cret
e is us
ed
, a
llo
w
10%
marg
in
.
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
w
in
g f
or
m
ul
ae
. Howe
ve
r,
if
th
e
shear
st
re
ss
on
th
e bolt e
xc
eed
s
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(
L+B
)
・
p
…
(a)
W
here,
Ta =
A
nc
hor
bolt
all
owabl
e s
ho
rt-
te
rm
pul
l-ou
t l
oad (N)
d = A
nc
hor bol
t n
omi
na
l di
amet
er (mm
)
B
= Mi
ni
mum bol
t h
ead
wi
dt
h (
mm),
(di
st
anc
e
ac
ros
s f
lat
s
ides
of
J
IS
s
tandard
hex
bol
t he
ad)
p
=
C
or
re
ctio
n fa
ctor
fo
r con
cr
ete
d
es
ign
str
eng
th
is
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
)
(
N
or
m
all
y,
1
7.
6 N
/m
m
2
is
u
sed.
)
For bolt
s near a
c
orner or
edge o
f a
foundat
ion, if
th
e dis
tan
ce
fr
om
the
cent
er
of t
he
bolt
to
the edge
is
C
≤
L
+
B
, t
he
al
lo
wab
le
short
-te
rm
pul
l-out l
oad o
f t
he
bolt
is giv
en b
y ei
ther f
ormu
la (b)
or (
c) bel
ow
.
1) For L
≤
C
+ h
,
T
a=
6
π・
C
2
・
p
…
(b)
2
) F
or
L > C
+ h
,
T
a=
6
π・
C
2
・
p
…
(c
)
W
here C =
the d
ist
an
ce
fr
om
th
e edg
e of t
he
foundat
io
n
to
th
e c
en
ter
of
the bo
lt (m
m)
Howev
er
, L +
B
≥
C
, a
nd
C
-
≥
50
mm
h =
Founda
tion
pad he
ig
ht
(mm)
Not
es
1.
L
s
hou
ld
be
≥
6d
(where d
= no
minal
an
chor bolt di
ame
ter).
2.
Th
ic
kn
es
s H
in
th
e abov
e di
agra
m
s
houl
d be no
le
ss
th
an
that of a
JI
S
st
andard he
x bol
t head
.
3.
If
ty
pe
1 or
2 li
ght
we
ight c
onc
re
te
is
u
sed
, all
ow 10
%
margi
n.
B (mm)
13 17 19 24 30 36
B
olt si
ze
H
(mm)
55
7 8
10 13 15
200
8820
11760 11760 11760 11760 11760 180-H
180
8820
11760 11760 11760 11760
-
160-H
150
8820
11760 11760 11760
- -
130-H
C
on
cr
ete
th
ic
kn
es
s (
m
m
)
120
8820
11760 11760
- - -
100-H
B
ol
t di
am
et
er
d (nomi
na
l)
M 8
M10 M12 M16 M20 M24
Lengt
h o
f bo
lt
embedded, L
(mm
)
d 2
1 6
Fc 30
Fc 10
0
B (mm)
13 17 19 24 30 36
B
olt si
ze
H
(mm)
55
7 8
10 13 15
200
5880 7840 7840 7840 7840 7840
180-H
180
5880 7840 7840 7840 7840
-
160-H
150
5880 7840 7840 7840
- -
130-H
C
on
cr
ete
th
ic
kn
es
s (
m
m
)
120
5880 7840 7840
- - -
100-H
B
ol
t di
am
et
er
d (nomi
na
l)
M 8
M10 M12 M16 M20 M24
Lengt
h o
f bo
lt
embedded, L
(mm
)
(3
)
Al
lowa
bl
e
pul
l-ou
t l
oad
of
em
bed
ded
bo
lts w
ith
h
ead
s