Sanyo ECO G SGP-EW120M2G2W, Technical Data Manual

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System Design
7. Center-of-gravity and earthquake resistance
D-38
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 t
abl
e s
hows t
he s
hort
-te
rm
al
lo
wabl
e
pul
l-ou
t l
oad f
or
re
si
n
anc
hor bo
lts
e
m
bedded
f
or
t
he
leng
ths
s
hown
in
dr
ille
d h
ol
es
w
ith
the i
nd
ic
at
ed
di
ame
ter
s.
2.
The
co
nc
ret
e de
si
gn
c
hara
ct
eris
tic st
rengt
h is t
ak
en
to
be
F
C
=
17.
6
N/
m
m
2
.
3.
W
hen
t
he
dimensi
ons dif
fe
r f
ro
m
t
he abo
ve
d
iagram
, or
if t
he
co
nc
ret
e desi
gn
chara
ct
erist
ic
s
treng
th di
ffer
s,
then
th
e pull
-out l
oad
can be
ca
lc
ul
at
ed a
cc
ordi
ng w
ith
t
he
f
ormu
lae f
or
bolt
s i
n a
st
rong
foundat
io
n,
at t
he
l
eft
, and d
iv
ide
the res
ul
t b
y 1
.5
to
obt
ai
n
th
e
al
lo
wabl
e pul
l-ou
t
load. I
n an
y c
as
e, t
he
all
owabl
e p
ul
l-ou
t load on
one bol
t must
no
t exc
eed
7,
840
N.
4.
It
is desi
rabl
e
that
L
≥
6d.
The
condi
tion
s i
ndi
ca
ted b
y “-”
in
the
abov
e t
abl
e s
houl
d
be
a
voi
ded
.
5.
It
is
ne
ce
ss
ary t
o
in
ve
st
ig
at
e t
he
short
-te
rm
pul
l-ou
t l
oad o
f nor
ma
l
supports wit
h regard
to
ear
thqua
ke
s
when t
he
s
upports are
in
st
all
ed
in
t
he
bott
om o
f
ce
ili
ng
sl
ab
s and
o
n c
on
cret
e wal
ls desi
gned
to
support hea
vy
obj
ec
ts.
For
th
is
s
hort
-te
rm
pul
l-ou
t l
oad
, s
ee
It
em
b
,
“S
hort
-te
rm
pu
ll-
out l
oad
s.
”
6.
If
ty
pe
1 or
2 li
ght
we
ight c
onc
re
te
is
u
sed
, all
ow 10
%
margi
n.
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 t
abl
e s
hows t
he s
hort
-te
rm
al
lo
wabl
e
pul
l-ou
t l
oad f
or
re
si
n
an
ch
or
b
olt
s e
m
be
dd
ed
fo
r th
e le
ng
th
s
sh
ow
n in
d
rille
d h
ol
es
w
ith
the i
nd
ic
at
ed
di
ame
ter
s.
2.
The
co
nc
ret
e de
si
gn
c
hara
ct
eris
tic st
rengt
h is t
ak
en
to
be
F
C
=
17.
6
N/
m
m
2
.
3.
W
hen
t
he
dimens
ions dif
fe
r f
ro
m
t
he abo
ve
d
iagram
, or
if t
he
co
nc
ret
e desi
gn
ch
ar
ac
te
rist
ic
s
treng
th di
ffer
s,
then
th
e pull
-out l
oad
can be
ca
lc
ul
at
ed a
cc
ordi
ng w
ith
t
he
f
ormu
lae f
or
bolt
s i
n a
st
rong
foundat
io
n,
at
the
le
ft.
In
any
ca
se
,
the a
llo
wabl
e pull
-out l
oad
on
one bol
t must
no
t ex
ceed
11,
760
N.
4.
It
is desi
rabl
e
that
L
≥
6d.
The
condi
tion
s i
ndi
ca
ted b
y “-”
in
the
abov
e t
abl
e s
houl
d
be
a
voi
ded
.
5.
If
ty
pe
1 or
2 li
ght
we
ight 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=
π・
d
2
・
L
…
(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)
d
2
= Di
amet
er
of
d
ril
led h
ol
e i
n c
onc
ret
e
(mm)
F
C
= Conc
ret
e
des
ig
n c
ha
rac
te
ris
tic
s
trengt
h
(N/
m
m
2
)
For foundat
io
n bolts
po
si
tioned
n
ear a
co
rner
or edge
of
th
e
foundat
io
n,
th
e s
hort
-te
rm
all
owabl
e pul
l-out s
treng
th
s
hall
be t
ak
en
to
be t
he m
inimum o
f t
he v
al
ues f
ro
m
formul
a (a) abo
ve
, or
fo
rmu
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
(L-h)
2
p
…
(c
)
W
here C = t
he di
st
anc
e f
rom t
he edge of
the f
oundat
ion t
o t
he
cent
er of
the bol
t (mm)
Howev
er
, C
≥
4
d, a
nd
C
-
≥
50
mm
p
=
Corre
ct
ion f
act
or f
or c
on
cret
e
de
si
gn s
treng
th
is
P
=
M
in
, 0
.4
9 +
Not
es
1.
L
s
hou
ld
be
≥
6d
(where d
= no
minal
an
chor bolt di
ame
ter).
2. If t
he
c
on
cret
e de
si
gn
c
hara
ct
er
ist
ic st
rengt
h
F
C
exc
eed
s 29.
4
N/
m
m
2
, perf
or
m
the
ca
lc
ul
at
io
n usi
ng
29.
4 N/mm
2
.
3.
D
iam
et
er
d
2
of t
he
dri
lled ho
le i
n c
on
cre
te
shoul
d be
t
ha
t
rec
om
m
ended b
y t
he
resi
n an
chor
b
ol
t manu
fa
ct
urer.
4.
If
ty
pe
1 or
2 li
ght
we
ight c
onc
re
te
is
u
sed
, all
ow 10
%
margi
n.
Drille
d hol
e
dia.
d
2
(mm)
13.
5
14.
5
20 24
Embedded
length L (mm)
80 90
110 120
200
4900 5978 7840 7840
180
180
4900 5978 7840 7840
160
150
4900 5978 7840
-
130
C
on
cr
ete
th
ic
kn
es
s (
m
m
)
120
4900 5978
- -
100
B
ol
t di
am
et
er
d (nomi
na
l)
M10 M12 M16 M20
Lengt
h li
m
it of
embedded bo
lt
(mm)
Drille
d hol
e
dia.
d
2
(mm)
13.
5
14.
5
20 24
Embedded
length L (mm)
80 90
110 120
200
7448 9016
11760 11760
180
180
7448 7448 9016
11760
160
150
7448 9016
11760
-
130
C
on
cr
ete
th
ic
kn
es
s (
m
m
)
120
7448 9016
- -
100
B
ol
t di
am
et
er
d (nomi
na
l)
M10 M12 M16 M20
Lengt
h li
m
it of
embedded bo
lt
(mm)
1 6
Fc 30
Fc 100
Fc
8
d 2
(6
) Al
lowa
bl
e
pul
l-ou
t l
oad
of
pos
t-
dri
lled r
es
in
an
chor
s