Subject: Client: NSCP 2015 SEISMIC ANALYSIS (STATIC FORCE PROCEDRE! Building Data:
Seismic Factors:
# suspended foors
5
Importance Factor, I
1
Floor
He!"t
ead $oad
%ol pro&le t'pe, %
%
$e(el
)m*
)+*
%esmc -one actor, -
0.4
5
3.1
4802.6
15.5
%esmc source /'pe
4
3.1
4802.6
12.4
ear source actor,
a
1.2
3
3.1
4321.4
9.3
ear source actor,
(
1.6
2
3.1
3602.7
6.2
%esmc coecent,
a
0.528
1
3.1
4556.6
3.1
%esmc coecent,
(
1.024
0
0
%tructural %'stem Factor,
1
0
Frame materal actor,
2
0
Base Shear Computaon:
3
0
Fundamental erod o raon
4
0
/
5
0
6
0
7
0
/otal es!n
8
0
9
0
: ) I;/* = > :
10
0
11
0
12
6 t
:
t
)"
n
*
0.0488
3;4
:
/
<
/:
0.447693 >
0
: )0.11aI* = > :
0.05808
13
0
For sesmc -one 4, t"e total ase des!n s"ear s"all not e less t"an
14
0
: )0.8-
22085.9
Fl""# le$el 5
% (&N!
' (!
4802.6
15.5
4
4802.6
3
0.38
/"e total des!n ase s"ear need not e=ceed 0.2200
15.5
:
:
: )2.5 I;* = > :
/?/$
0.381
>
:
>
:
/"e total ase s"ear s"all not e less t"an
I;* = > : 0.085333 >
:
/"e /otal
%' (&N)!
F (&N!
Force at top due to @"plas" eAect
74440.3
1717.11
or / B 0.7 or 0.7 C / C3.6
12.4
59552.2
1373.69
or / D 3.6
4321.4
9.3
40189
927.04
2
3602.7
6.2
22336.7
515.24
1
4556.6
3.1
14125.5
325.83
0
0
0
0
0.00
1
0
0
0
0.00
$e(el n
2
0
0
0
0.00
$e(el 8
3
0
0
0
0.00
$e(el 7
4
0
0
0
0.00
$e(el 6
5
0
0
0
0.00
$e(el 5
6
0
0
0
0.00
$e(el 4
7
0
0
0
0
$e(el 3
8
0
0
0
0
$e(el 2
9
0
0
0
0
$e(el 1
*e#+c,l D
10
0
0
0
0
11
0
0
0
0
12
0
0
0
0
*n = uppermost level (for n>8)
13
0
0
0
0
*Level 1 is the rst suspended oor above the ground
14
0
0
0
0
*References E!a"onal #tructural $ode of the %hilippines &'1
:
22085.9
210643.8
*%rogrammed b. /evin #aluague (0evinsaluague',gmail2com)
niform 3ind an
D,te: 0/3403201 C'ec&e6 b7:
!#$% &'1 #ec"on &'822& (6able &'891) !#$% &'1 #ec"on &'822: (6able &'89&) !#$% &'1 #ec"on &'82221 (6able &'89:) !#$% &'1 #ec"on &'8222& (6able &'89) !#$% &'1 #ec"on &'8222: (6able &'89) !#$% &'1 #ec"on &'8222: (6able &'89;) !#$% &'1 #ec"on &'8222 (6able &'89-) !#$% &'1 #ec"on &'8222 (6able &'898) !#$% &'1 (6able &'8911< to &'8911) !#$% &'1 #ec"on &'822&2&
sec
$
(h
sec
(?ethod +7 $omputed using Ra.leigh method)
t
n
)
:
!#$% &'1 #ec &'822&2& (?ethod <)
sec controlsG
9887.70
+
!#$% &'1 #ec"on &'822&2& (452 &'898)
4858.90 + ) ✔*
!#$% &'1 #ec"on &'822&2& (452 &'89,)
1282.75
+
!#$% &'1 #ec"on &'822&2& (452 &'891')
1884.66
+
!#$% &'1 #ec"on &'822&2& (452 &'8911)
0.22
>
:
/5
&N
0 0.07/ :
###
0.25 :
###
F
t
:
0
i-t#ibu+"n ". ."#ce-:
F
n
F
8
F
7
F
6
F
5
###
+
F
4
###
+
F
3
###
+
F
2
###
+
F
1
###
+
+
+uilding $ode (+$) 1,,- d 4arth5ua0e Resistant +uildings b. 6aranath7 +ungale
