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D$c. N$. :
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BASE PATE DESIGN DESIGN DATA &AD DA!A $, !s c b2
!
=
0
kN.
$, "ss, b4 2
"
=
6.57 $".
N. 8 b2 c9: 2s
N
=
6
$A!ERIA& DA!A ;d 8 Ac <2
=
;.7.7
A4b b: s2ss Cc.
σbc
=
10
$"
Csdd.
A4b #2. 2s s2ss 8 <2
σs
=
50
$"
As
50
A4b #2. s s2ss 8 <2
σv
=
3?5
$"
As 50
A4b #2. bd: s2ss 8 "2.
Fb
=
@?5
$"
Csdd.
D
=
350
.
d2 8 <s "2
b
=
300
.
! k
2
8<
" 2
@5
P2$3ec, :
EPIC O4 RAS A44AN CCSS8 PH-II 4OR ONCE THRO9GH CONS9MERS
T,/e :
FIRE AND SERVICE A!ER "#$" S%E&!ER
D$c. N$. :
RCS4#1-1-1#-00#1
$b Re: 1000
C/c. S6ee, N$.
Re7.
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BASE PATE DESIGN DESIGN DATA &AD DA!A $, !s c b2
!
=
0
kN.
$, "ss, b4 2
"
=
6.57 $".
N. 8 b2 c9: 2s
N
=
6
$A!ERIA& DA!A ;d 8 Ac <2
=
;.7.7
A4b b: s2ss Cc.
σbc
=
10
$"
Csdd.
A4b #2. 2s s2ss 8 <2
σs
=
50
$"
As 50
A4b #2. s s2ss 8 <2
σv
=
3?5
$"
As 50
A4b #2. bd: s2ss 8 "2.
Fb
=
@?5
$"
Csdd.
D
=
350
.
d2 8 <s "2
b
=
300
.
!ckss 8 <s "2 2
=
@5
.
D. 8 Ac <2
Φ
=
30
.
N. 8 Ac <2
N
=
7
Ed: ds2. 4..2. "2.
d'
=
35
.
L# L+
!#
1
1
1
L
L
L
1
1
!
!
1
!
CASE - 1
CASE - #
CASE - +
DESIGN MOMENT ON BASE PATE C%,/e7e2 P$2,$% :<,d9 cd2 8 bs 2 -
CASE - 1
Dss !1
=
50 .
!#
=
?0 .
L1
=
75 .
L#
=
105 .
L+
=
150 .
E88c2v 4d2 8 bs 2
=
100 .
Ds: $2 <s "2 d, 2 css
=
1.55 kN-/
&d 8c2
=
Ds: #22 $2
1.6 $,
=
@3.1? kN-/
P2$3ec, :
EPIC O4 RAS A44AN CCSS8 PH-II 4OR ONCE THRO9GH CONS9MERS
T,/e :
FIRE AND SERVICE A!ER "#$" S%E&!ER
D$c. N$. :
RCS4#1-1-1#-00#1
C/c. S6ee, N$.
$b Re: 1000 Re7.
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Ce%,2/ P$2,$% :<,d9 cd2 8 bs 2 -
CASE - 1
Dss L1
=
100 .
L+
=
L+;L1 =
10 .
Ds: $2 <s "2 d, 2 css &d 8c2
=
Ds: #22 $2
=
1.
s9B
7.>5 kN-
1.6 $,
=
[email protected] kN-/
DESIGN O4 BASE PATE THICNESS Ds: #22 $2 <s "2B
$,
=
@3.1? kN-/
Ac2, #22 bd: cssv s2ss bs 2B 8b = @@@.66 $" Ds: s2:2 8 bs 2B 9 = @?5 $".
1.0
8b
..
F, "ss,
P2$3ec, :
EPIC O4 RAS A44AN CCSS8 PH-II 4OR ONCE THRO9GH CONS9MERS
T,/e :
FIRE AND SERVICE A!ER "#$" S%E&!ER
D$c. N$. :
RCS4#1-1-1#-00#1
C/c. S6ee, N$.
$b Re: 1000 Re7.
1
