Sanyo ECO G SGP-EW120M2G2W, Технические данные инструкция

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System Design
7. Center-of-gravity and earthquake resistance
D-33
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.
Thes
e a
re s
ho
rt-
te
rm al
lo
wa
bl
e pu
ll-
ou
t l
oads
f
or b
ol
ts
embed
de
d
as
s
hown i
n t
he
di
ag
ram
abov
e.
2.
The c
onc
re
te
des
ign c
har
ac
te
ris
tic
s
trengt
h i
s t
ak
en t
o be F
C
= 17.
6
N/
m
m
2
.
3.
W
he
n t
he di
me
ns
ions
di
ffe
r f
rom
t
he abov
e di
ag
ra
m,
or i
f t
he
conc
ret
e des
ign c
har
ac
te
ris
tic
s
tre
ngt
h
di
ffe
rs
, t
hen t
he
pul
l-o
ut
load
c
an
be c
al
cu
lat
ed
ac
co
rd
in
g w
ith
t
he f
ormu
lae
f
or
bol
ts
in
a
st
rong f
ound
at
io
n,
at
the l
eft, a
nd
d
ivid
e th
e re
su
lt b
y 1
.5
to
o
bt
ain
the al
lo
wa
bl
e p
ul
l-out
lo
ad.
In
any
c
as
e,
the al
lo
wabl
e pul
l-out
lo
ad
on on
e b
ol
t mus
t not
ex
ce
ed
7,
840
N.
4.It is d
es
ira
bl
e th
at
L
≥
6
d.
The c
ondi
tions
i
ndi
ca
te
d by
“-
” i
n t
he
abov
e t
abl
e s
houl
d be
av
oi
ded.
5.
In
the a
bov
e
di
ag
ram,
l i
s ap
pr
ox
. 4.
5 d f
or a J
IS
bol
t.
6.It is n
ec
essa
ry
to
in
ve
stig
at
e t
he
s
ho
rt
-ter
m
p
ul
l-ou
t loa
d
of
n
or
m
al
suppo
rts
wi
th
re
gar
d t
o
eart
hq
ua
kes
when t
he s
uppo
rts
ar
e
in
st
al
le
d i
n t
he bot
to
m of
c
ei
ling
sl
abs
and on c
onc
re
te
wal
ls
des
ig
ned t
o s
up
po
rt he
av
y obj
ec
ts
. For t
hi
s s
hort
-te
rm pu
ll-
out
load,
s
ee I
te
m b,
“S
ho
rt
-term p
ul
l-out
loads
.”
7.If typ
e 1
o
r
2 ligh
tw
ei
gh
t co
nc
re
te
is
u
se
d,
a
llow
1
0%
m
ar
gi
n.
b) U
pp
er
surf
ac
e o
f n
orm
al
flo
or
sla
b
S
hort
-te
rm
pul
l-ou
t l
oad
(N)
Not
es
1.
The
se are
s
hort
-te
rm
al
lo
wabl
e pull
-out
loads
fo
r bolts
e
m
bedded
as
s
hown
in
th
e d
iagram
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/
m
m
2
.
3.
W
hen
t
he
dimen
si
on
s dif
fe
r f
ro
m
t
he
abo
ve
di
agra
m
, or
if t
he
co
nc
ret
e de
si
gn
c
haract
eris
tic
s
tren
gt
h d
iff
ers, t
he
n
th
e pul
l-ou
t
load c
an be
ca
lc
ul
at
ed a
cc
ordi
ng wit
h t
he
fo
rmu
lae f
or bolts
in
a
st
rong
f
oundati
on
, a
t t
he
l
ef
t. I
n an
y
ca
se
, t
he
a
llo
wabl
e pull
-out
load on one
bolt
mu
st
not e
xceed 11
,760 N.
4.
It is
de
si
rabl
e
th
at
L
≥
6d
. The
co
ndi
tion
s i
nd
ic
at
ed b
y “-” i
n t
he
abov
e t
abl
e s
hould
be
a
voi
ded
.
5.
In
th
e abo
ve
di
agra
m
,
is approx.
4.
5 d
fo
r a
JI
S
bolt
.
6.
If
ty
pe 1
or 2
li
gh
tw
ei
gh
t 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-o
ut
load o
f a bol
t i
s obt
ai
ned wi
th
the
fo
llo
w
in
g
fo
rm
ul
ae
. Howev
er,
if
th
e
shear st
ress on
the bo
lt e
xc
eed
s
44.
1 N
/m
m
2
(for
S
S
400)
, bo
lt st
rength and a
ss
uranc
e t
ha
t al
lo
wabl
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)
Howev
er, L
mu
st
be b
et
w
een
60 an
d 300
p
=
C
or
re
ct
io
n
fa
cto
r fo
r co
nc
re
te
d
es
ig
n
str
en
gth
is
P
=
M
in
, 0
.4
9 +
F
C
=
Con
cret
e desi
gn
chara
ct
er
ist
ic
s
treng
th
(N
/m
m
2
)
(
N
or
m
al
ly
, 1
7.
6 N
/m
m
2
is
us
ed
.)
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
the bolt t
o t
he
edge
is
C
≤
L, 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) For
L >
C +
h
,
T
a=
6
π・
(L
・
h)
2
・
p
…
(c
)
W
here C
= t
he
dis
tan
ce
f
rom
t
he edge of t
he
f
ounda
tion
to
t
he
cent
er
of t
he
bolt
(mm)
Howev
er
, L
≥
C
≥
4d
, and
C
≥
50
m
m
h = Found
at
io
n pa
d hei
gh
t (mm)
Not
es
1.
L
s
houl
d be
≥
6d
(where d
= no
m
inal
an
chor bo
lt di
am
et
er)
.
2.
In
th
e abov
e di
agra
m
,
is approx. 4.
5 d
fo
r a
J
IS
bo
lt.
3.
If
ty
pe
1 or
2
lig
ht
wei
ght
co
nc
ret
e
is
us
ed
, a
llo
w
10%
m
argi
n.
1 6
Fc 30
Fc 100
1 2
(1) Al
low
abl
e p
ul
l-ou
t fo
rc
e of
e
m
be
dd
ed
J- a
nd
JA-t
yp
e b
olt
s
200
8820
11760 11760 11760 11760 11760
180-d
180
8820
11760 11760 11760 11760
-
160-d
150
8820
11760 11760 11760
- -
130-d
C
on
cr
ete
th
ic
kn
es
s (
m
m
)
120
8820
11760 11760
- - -
100-d
B
ol
t di
ame
te
r
d (nomi
nal
)
M 8
M10 M12 M16 M20 M24
Lengt
h o
f bo
lt
embedded, L (
m
m)
200
5880 7840 7840 7840 7840 7840
180-d
180
5880 7840 7840 7840 7840
-
160-d
150
5880 7840 7840 7840
- -
130-d
C
on
cr
ete
th
ic
kn
es
s (
m
m
)
120
5880 7840 7840
- - -
100-d
B
ol
t di
ame
ter
d (nomi
nal
)
M 8
M10 M12 M16 M20 M24
Lengt
h o
f bo
lt
embedded, L (
mm)