Sanyo ECO G SGP-EW120M2G2W, Технические данные инструкция

Страница: 68 / 115

System Design
7. Center-of-gravity and earthquake resistance
D-37
c) Bot
tom
s
urf
ac
e of
norm
al c
ei
lin
g s
lab,
c
onc
ret
e w
all s
urf
ac
e
Long-t
erm a
llo
wabl
e pul
l-ou
t l
oad (N)
Not
es
1.
The
se are
short
-te
rm
al
lo
wabl
e pu
ll-
out
loads f
or bo
lts
embedded a
s
shown
in
th
e di
agram
abo
ve
, wit
h
F
C1
=
20.
6 N
/m
m
2
, F
C2
=
1
7.6
N
/m
m
2
, and
W
= 100
mm
.
2.
W
hen
the dimensi
on
s dif
fe
r f
rom
th
e abov
e d
iagram
, or
if t
he c
onc
re
te
de
si
gn c
hara
ct
er
ist
ic
s
treng
th
dif
fe
rs
,
then
th
e pul
l-ou
t l
oad
c
an
be
c
alc
ul
at
ed a
cc
ord
ing w
ith
the f
ormulae f
or
bo
lts
in
a
s
trong
fo
undat
ion,
at
the l
eft
.
In
an
y
ca
se
,
the a
llo
wabl
e pull
-out l
oad
on
one
bolt
must
no
t exc
eed
11,
760
N.
3.
It i
s
de
si
rabl
e t
hat
L
≥
6d. The
c
ondit
ion
s
indic
at
ed
b
y “-”
in
th
e abo
ve
tabl
e shoul
d be
a
voi
ded
.
4.
The
abo
ve
t
ab
le
c
an
be
u
sed
f
or
box
out w
idt
hs
up
t
o
150 m
m
.
5.
If
ty
pe
1 or 2
l
ig
ht
wei
gh
t
conc
re
te
i
s us
ed
, a
llo
w 10
%
margi
n.
b)
U
ppe
r s
ur
fa
ce
of
no
rm
al
fl
oo
r s
lab
S
hort
-te
rm
pul
l-ou
t l
oad
(N)
Not
es
1.
The
se are
short
-te
rm
a
llo
wabl
e pull
-out
loads for bolts
embedded a
s
shown
in
the d
iagram
abov
e, wit
h F
C1
=
11.
8 N
/m
m
2
, F
C2
=
1
7.6
N
/m
m
2
, and
W
= 100
mm
.
2.
W
hen t
he di
mens
ions
di
ffe
r f
rom the abov
e di
agr
am,
or i
f t
he c
onc
ret
e des
ign c
harac
te
ris
tic
s
trengt
h
di
ffe
rs
, t
hen t
he pul
l-out
load c
an be c
al
cul
at
ed
ac
co
rdi
ng wi
th
the f
ormul
ae f
or bol
ts
in
a st
rong
foundat
ion,
at
the l
eft. In
a
ny
ca
se
, th
e a
llo
w
ab
le
pul
l-out
load on o
ne bol
t mus
t not
e
xc
eed 11,
760 N.
3.
It i
s
de
si
rabl
e t
hat
L
≥
6d. The
c
on
di
tio
ns
indic
ated b
y
“-” i
n
the abo
ve
tabl
e
shoul
d be a
voi
ded.
4.
The
abov
e t
ab
le
ca
n be u
sed
f
or
box
out wi
dt
hs up
t
o
150 m
m
.
5.
If ty
pe
1
or
2
lig
ht
wei
ght
co
nc
ret
e
is
u
sed, all
ow
10%
margi
n.
Ins
tal
lat
ion
lo
ca
tion:
a) S
oli
d f
oun
dat
io
n
The s
ho
rt-
te
rm
al
lo
wa
bl
e p
ul
l-out
lo
ad
of
a
bo
lt i
s t
he s
m
al
le
r of
the v
al
ue
ob
ta
in
ed
fr
om f
orm
ul
a
(a
)
in
it
em
(2
) o
r t
he f
ol
lo
w
ing f
ormul
ae
. Ho
wev
er,
if
the
pu
ll-o
ut
lo
ad
o
n t
he
bo
lt
ex
ce
ed
s 1
4.
7 N/
mm
2
(for
S
S
40
0), b
olt
st
reng
th
and
a
ss
ur
an
ce
th
at
a
llo
wab
le
ten
sil
e
st
re
ss is n
ot e
xc
eeded
mu
st be
v
er
ifi
ed
.
F
or
F
C1
≤
F
C2
T
a =
π･
L
･
W
…
(a)
F
or
F
C1
>
F
C2
(e.
g.
, i
n non-s
hr
in
k
mort
ar)
T
a =
π･
L
･
W
…
(b)
W
he
re
,
T
a =
A
nc
hor bolt
a
llo
wabl
e
sh
ort
-te
rm
pul
l-ou
t l
oad (N)
L
=
E
m
bedded
lengt
h of an
ch
or
bol
t (m
m)
F
C1
=
Cha
ra
cter
istic
de
sign
str
en
gt
h o
f ba
ckfill m
or
tar
(N
/m
m
2
)
F
C2
=
Charact
eris
tic
de
si
gn
st
re
ngt
h o
f s
urroundi
ng
c
on
cre
te
(N
/m
m
2
)
N
or
m
al
ly
, F
C1
=
1
1.8
N
/m
m
2
an
d F
C2
= 17
.6
N
/mm
2
a
re us
ed
.
W
=
W
idt
h of
anc
ho
r
bol
t b
ox
out
(bet
we
en 1
00mm a
nd 1
50mm).
Us
e t
he s
m
al
le
st
di
mens
io
n f
or
rec
ta
ngul
ar s
hapes
. H
ow
ev
er,
th
e i
nt
ern
al
s
urf
ac
es
of
the box
in
se
rt mus
t be s
uf
fic
ie
nt
ly
rou
gh
ene
d.
Fo
r a
nc
hor
bo
lts
p
os
iti
on
ed i
n t
he
co
rn
er
o
r
ne
ar t
he e
dg
e of
t
he f
ou
nd
at
ion,
t
he s
ho
rt-
te
rm
al
lo
w
abl
e
pu
ll-o
ut
lo
ad
s
hal
l be t
ak
en t
o b
e ei
th
er
of
th
e v
al
ues
fr
om f
orm
ul
ae
(a
) i
n
item
(2
),
an
d (c
)
an
d (
d) o
r (e
) an
d (
f)
be
lo
w.
1
) F
or
F
C1
≤
F
C2
and L
≤
h,
T
a =
π･
L
･
W
…
(c
)
2
) F
or
F
C1
≤
F
C2
and L
>
h,
T
a =
π･
L
･
W
(
L
- h
+ h
)
…
(d)
3
) F
or
F
C1
> F
C2
and L
≤
h,
T
a =
π･
L
･
W
…
(e)
4
) F
or
F
C1
> F
C2
and L
>
h
,
T
a =
π･
L
･
W
(
L
- h
+
h
)
…
(f)
W
here,
h = Fou
ndat
ion
pad
hei
ght
(mm
) A
: A
= Di
st
anc
e f
rom e
dge
of
anc
ho
r
box
out
to
edg
e
of
foun
dat
io
n p
ad (mm
), an
d A
is
gre
at
er t
han 1
00 mm,
but
not
mor
e t
ha
n 150 mm
Not
es
1
. L
shoul
d be
≥
6d
(where d
= no
mi
nal an
chor bo
lt di
ame
ter).
2.
If
ty
pe
1 or
2 li
ght
we
ight c
onc
re
te
is
u
sed
, all
ow 10
%
margi
n.
200
3724 4606 5586 6272 6272 6272
160-d
140
180
3136 3920 4704 5488 5488
-
140-d
120
150
2352 2940 3528
- - -
110-d
90
C
on
cr
ete
th
ic
kn
es
s (
m
m
)
120
1568 1960
- - - -
80-d
60
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)
Ef
fe
ct
iv
e lengt
h of
b
olt
em
bedded,
(
) (m
m
)
200
5586 6958 8330 9408 9408 9408
160-d
140
180
4704 5978 7154 8232 8232
-
140-d
120
150
3528 4410 5292
- - -
110-d
90
C
on
cr
ete
th
ic
kn
es
s (
m
m
)
120
2352 2940
- - - -
80-d
60
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)
Ef
fe
ct
iv
e lengt
h of
b
olt
em
bedded,
(
) (m
m
)
F
C1
80
A
10
F
C2
80
F
C1
80
F
C1
80
A
10
F
C2
80
A
10
F
C2
80
A
10
(5) Al
lowa
bl
e p
ul
l-ou
t l
oad
of
em
bed
ded
L
- and
L
A
-ty
pe
bo
lts
in
bo
xo
ut
s
(Box
out
te
chn
iq
ues
ar
e n
ot a
pp
lic
ab
le
to t
he
un
der
sid
e o
f cei
lin
g
sla
bs
or
co
ncr
ete
w
al
l surf
ac
es)