APPARTMENT BUILDING Model File: CAP2E, Revision 0
03/14/2015
Table of Contents 1. Structure !t!
4
1.1 Stor" !t!
4
2. Pro#erties
5
2.1 M!teri!ls
5
2.2 Fr!$e Section
5
2.3 S%ell Sections
5
3. &o!ds
'
3.1 &o!d P!tterns
'
3.2 Auto ( ind &o!din)
'
3.3 Auto Seis$ic &o!din)
11
3.4 &o!d C!ses
1*
3.5 &o!d Co$+in!tions
20
4. An!l"sis Results
23
4.1 Structure Results
23
4.2 Store" Results
25
5. EA-S An!l"sis An!l"sis !nd esi)n
3*
5.1 Fr!$e An!l"sis 5.2 Fr!$e esi)n 5.3 S%e!r (!ll
'.SAFE An!l"sis !nd esi)n
10
'.1 Soil Pro#erties '.2 &o!d Assi)n$ents Sur!ce &o!d '.3 An!l"sis !nd esi)n Results
List of Tables !+le 1.1 Stor" !t!
4
!+le 2.1 M!teri!l Pro#erties Su$$!r"
5
!+le 2.2 Fr!$e Sections Su$$!r"
5
!+le 2.3 S%ell Sections Su$$!r "
5
!+le 3.1 &o!d P!tterns
'
!+le3.2 Auto ( ind ASCE 05
'
!+le 3.3 Auto Seis$ic ASCE 05
11
!+le 3.4 &o!d C!ses Su$$!r "
1*
!+le 3.5 &o!d Co$+in!tions
20
!+le 4.1 -!se Re!ctions
23
2.2 Fr!$e Section
5
2.3 S%ell Sections
5
3. &o!ds
'
3.1 &o!d P!tterns
'
3.2 Auto ( ind &o!din)
'
3.3 Auto Seis$ic &o!din)
11
3.4 &o!d C!ses
1*
3.5 &o!d Co$+in!tions
20
4. An!l"sis Results
23
4.1 Structure Results
23
4.2 Store" Results
25
5. EA-S An!l"sis An!l"sis !nd esi)n
3*
5.1 Fr!$e An!l"sis 5.2 Fr!$e esi)n 5.3 S%e!r (!ll
'.SAFE An!l"sis !nd esi)n
10
'.1 Soil Pro#erties '.2 &o!d Assi)n$ents Sur!ce &o!d '.3 An!l"sis !nd esi)n Results
List of Tables !+le 1.1 Stor" !t!
4
!+le 2.1 M!teri!l Pro#erties Su$$!r"
5
!+le 2.2 Fr!$e Sections Su$$!r"
5
!+le 2.3 S%ell Sections Su$$!r "
5
!+le 3.1 &o!d P!tterns
'
!+le3.2 Auto ( ind ASCE 05
'
!+le 3.3 Auto Seis$ic ASCE 05
11
!+le 3.4 &o!d C!ses Su$$!r "
1*
!+le 3.5 &o!d Co$+in!tions
20
!+le 4.1 -!se Re!ctions
23
!+le 4.2 Stor" M!/Av) is#l!ce$ents
25
Structure Data
3/14/2015
1 Structure Data %is c%!#ter #rovides $odel )eo$etr" inor$!tion, includin) ite$s suc% !s stor" levels, #oint coordin!tes, !nd ele$ent connectivit".
1.1 Stor Data Table 1.1 ! Stor Data Ele&ation Master Si"ilar To "" Stor
Na"e
#ei$%t ""
Stor"
50
21150
o
one
S'lice Stor o
Stor"'
2400
20400
o
one
o
AS&A-
'00
100
o
one
o
Stor"5
3400
1400
o
Stor"3
o
Stor"4
3500
14000
o
Stor"3
o
Stor"3
3500
10500
es
one
o
Stor"2
3500
000
o
Stor"3
o
Stor"1
3500
3500
o
one
o
-!se
0
0
o
one
o
Page 4 of 112
Properties
3/14/2015
( Pro'erties %is c%!#ter #rovides #ro#ert" inor$!tion or $!teri!ls, r!$e sections, s%ell sections, !nd lin6s.
(.1 Materials
Na"e
Table (.1 ! Material Pro'erties ! Su""ar Unit E T'e ) *ei$%t Desi$n Stren$t%s MPa +N,"-
C35/45
Concrete
34000
0.2
24.**2'
Re+!r
Re+!r
1***4.*
0
'.*2*
Fc735 MP! F"7413.'* MP!, Fu7'20.53 MP!
(.( ra"e Sections
Table (.( ! ra"e Sections ! Su""ar Na"e Material S%a'e -5008150
C35/45
Concrete Rect!n)ul!r
-5008200
C35/45
Concrete Rect!n)ul!r
C4508300
C35/45
Concrete Rect!n)ul!r
C5008300
C35/45
Concrete Rect!n)ul!r
Sl!+ +e!$
C35/45
Concrete Rect!n)ul!r
(./ S%ell Sections Table (./ ! S%ell Sections ! Su""ar Na"e
Desi$n T'e
Ele"ent T'e
Material
Total T%ic+ness ""
Sl!+220
Sl!+
S%ell%in
C35/45
220
AS&A-300
Sl!+
S%ell%in
C35/45
300
(!ll1
(!ll
S%ell%in
C35/45
150
(!ll2
(!ll
S%ell%in
C35/45
200
(!ll3
(!ll
S%ell%in
C35/45
150
(!ll4
(!ll
S%ell%in
C35/45
200
(!ll5
(!ll
S%ell%in
C35/45
300
(!ll'
(!ll
S%ell%in
C35/45
300
Page 5 of 112
3/14/2015
/ Loa0s %is c%!#ter #rovides lo!din) inor$!tion !s !##lied to t%e $odel.
/.1 Loa0 Patterns
Table /.1 ! Loa0 Patterns Self Na"e T'e *ei$%t Auto Loa0 Multi'lier e!d
e!d
1
&ive
&ive
0
(8
(ind
0
ASCE 05
(
(ind
0
ASCE 05
E981
Seis$ic
0
ASCE 05
E91
Seis$ic
0
ASCE 05
E982
Seis$ic
0
ASCE 05
E92
Seis$ic
0
ASCE 05
/.( Auto *in0 Loa0in$
Loa0 Pattern
Loa0in$ Met%o0
(8
i!#%r!)$s
(
i!#%r!)$s
E6'osure *i0t% T'e Fro$ i!#%r!)$s Fro$ i!#%r!)$s
Para'et #ei$%t "
Table /.( ! Auto *in0 ! ASCE !23 4Part 1 of (5 An$le ASCE C'78in0 C'7lee e1 0e$ Case
e(
To' Stor
Botto" Inclu0e Stor Para'et
0
0.
0.5
C!se 1
0
0
Stor"5
Stor"1
es
*0
0.
0.5
C!se 1
0
0
Stor"5
Stor"1
es
Table /.( ! Auto *in0 ! ASCE !23 4Part ( of (5 *in0 E6'osure S'ee0 I 9:t G T'e "'%
90
3
*5
C
1.15
1
0.5
0.
3
*5
C
1.15
1
0.5
0.
Page 6 of 112
3/14/2015 /.(.1 ASCE !23 Auto *in0 Loa0 Calculation %is c!lcul!tion #resents t%e !uto$!tic!ll" )ener!ted l!ter!l ind lo!ds or lo!d #!ttern *; !ccordin) to ASCE 05, !s c!lcul!ted +" EA-S. E6'osure Para"eters
E#osure Fro$ 7 i!#%r!)$s E#osure C!te)or" 7 C (ind irection 7 0 de)rees -!sic (ind S#eed, ;
V = 95 mph
(ind!rd Coeicient, C#,ind
C q ,wind =0.8
&ee!rd Coeicient, C#,lee
C q ,lee =0.5
(ind C!se 7 C!se 1 o# Stor" 7 Stor"5 -otto$ Stor" 7 Stor"1 >nclude P!r!#et 7 es, P!r!#et ?ei)%t 7 3 actors an0 Coefficients
@r!dient ?ei)%t, )
z g= 900
E$#eric!l E#onent, B
α =9.5 z z g
;elocit" Pressure E#osure Coeicient,
¿ ¿ K z =2.01 ¿
for 15 f t ≤ z ≤ z g
15
zg
¿ ¿ K z =2.01 ¿
for z ≤ 15 ft
o#o)r!#%ic!l F!ctor, t
K zt =1
irection!lit" F!ctor, d
K d =0.8
>$#ort!nce F!ctor, >
I
@ust Eect F!ctor, @
G=0.85
=
1.15
Lateral Loa0in$ 2
;elocit" Pressure, D
q z= 0.00256 K z K zt K d V I
esi)n (ind Pressure, #
p=qG C p ,wind + qh ( G C p ,lee )
Page 7 of 112
3/14/2015
A''lie0 Stor orces
i$. /.(.1 Lateral 8in0 loa0s for loa0 'attern *;
Table /.(.1 ! Lateral 8in0 loa0s for loa0 'attern *;
Page 8 of 112
3/14/2015 Stor
Ele&ation
;!Dir
"
+N
+N
Stor"
21.15
0
0
Stor"'
20.4
0
0
AS&A-
1
0
0
Stor"5
1.4
24.14*
0
Stor"4
14
104.2'0'
0
Stor"3
10.5
100.5332
0
Stor"2
*'.123'
0
Stor"1
3.5
4.42*
0
-!se
0
0
0
/.(.( ASCE !23 Auto *in0 Loa0 Calculation %is c!lcul!tion #resents t%e !uto$!tic!ll" )ener!ted l!ter!l ind lo!ds or lo!d #!ttern *< !ccordin) to ASCE 05, !s c!lcul!ted +" EA-S. E6'osure Para"eters
E#osure Fro$ 7 i!#%r!)$s E#osure C!te)or" 7 C (ind irection 7 *0 de)rees -!sic (ind S#eed, ;
V
(ind!rd Coeicient, C#,ind
C q ,wind =0.8
&ee!rd Coeicient, C#,lee
C q ,lee =0.5
=
95 mph
(ind C!se 7 C!se 1 o# Stor" 7 Stor"5 -otto$ Stor" 7 Stor"1 >nclude P!r!#et 7 es, P!r!#et ?ei)%t 7 3
actors an0 Coefficients
@r!dient ?ei)%t, )
z g= 900
E$#eric!l E#onent, B
α =9.5 z z g
;elocit" Pressure E#osure Coeicient,
¿ ¿ K z =2.01 ¿
Page 9 of 112
for 15 f t ≤ z ≤ z g
3/14/2015
for z ≤ 15 ft
15
zg
¿ ¿ K z =2.01 ¿ o#o)r!#%ic!l F!ctor, t
K zt =1
irection!lit" F!ctor, d
K d =0.8
>$#ort!nce F!ctor, >
I
@ust Eect F!ctor, @
G=0.85
=
1.15
Lateral Loa0in$ 2
;elocit" Pressure, D
q z= 0.00256 K z K zt K d V I
esi)n (ind Pressure, #
p=qG C p ,wind + qh ( G C p ,lee )
A''lie0 Stor orces
i$./.(.( Lateral 8in0 loa0s for loa0 'attern *<
Table /.(.1! Lateral 8in0 loa0s for loa0 'attern *<
Stor"
Elev!tion $
Stor" 21.15 Stor"' 20.4 AS&A1 Stor"5 1.4 10 Stor"4 Page 14 Stor"3 10.5 Stor"2 Stor"1 3.5
of
8ir 6 0 0 0 0 1120 0 0 0
ir 6 0 0 0 4*5.5'* 1.411 11.331 13.'1* '.452
3/14/2015 /./ Auto Seis"ic Loa0in$
Loa0 Pattern
T'e
Table /./ ! Auto Seis"ic ! ASCE !23 4Part 1 of (5 Eccentricit Ecc. Directio Perio0 To' Botto" >&erri00e Ct 4ft57 6 n Met%o0 Stor Stor = n
E981
Seis$ic 8 Ecc.
5
o
E91
Seis$ic Ecc. 8
5
o
E982
Seis$ic
8 Ecc.
5
o
E92
Seis$ic
Ecc. 8
5
o
Pro)r!$ C!lcul!ted Pro)r!$ C!lcul!ted Pro)r!$ C!lcul!ted Pro)r!$ C!lcul!ted
0.01't, 0.* 0.01't, 0.* 0.01't, 0.* 0.01't, 0.*
R
?
C0
Stor"
-!se
5
2.5
5
Stor"
-!se
5
2.5
5
Stor"
-!se
5
2.5
5
Stor"
-!se
5
2.5
5
Table /./ ! Auto Seis"ic ! ASCE !23 4Part ( of (5 I 1.25 1.25 1.25 1.25
Ss,S1 Source ser S#eciied ser S#eciied ser S#eciied ser S#eciied
Ss
S1
TL sec
Site Class
a
&
SDS
SD1
Perio0 Use0 sec
Coeff Use0
0.3
0.10*
1
1.5'
2.3'4
0.312
0.114
0.125
0.0
0.3
0.10*
1
1.5'
2.3'4
0.312
0.114
0.122
0.0
0.3
0.10*
1
1.5'
2.3'4
0.312
0.114
0.125
0.0
0.3
0.10*
1
1.5'
2.3'4
0.312
0.114
0.122
0.0
*ei$%t Use0 +N
Base S%ear +N
51505.' 31 51505.' 31 51505.' 31 51505.' 31
401.44* 5 401.44* 5 401.44* 5 401.44* 5
/./.1 ASCE !23 Auto Seis"ic Loa0 Calculation %is c!lcul!tion #resents t%e !uto$!tic!ll" )ener!ted l!ter!l s eis$ic lo!ds or lo!d #!ttern E@;1 !ccordin) to ASCE 05, !s c!lcul!ted +" EA-S. Direction an0 Eccentricit
irection 7 8 Eccentricit" Eccentricit" R!tio 7 5G or !ll di!#%r!)$s Structural Perio0
Period C!lcul!tion Met%od 7 Pro)r!$ C!lcul!ted Coeicient, Ct
C t =0.016 ft
Coeicient, < ASCE !+le 12.2=
x =0.9
Structure ?ei)%t A+ove -!se, %n
hn= 21.15 m
&on)Period r!nsition Period, &
T L =1 sec
actors an0 Coefficients
Res#onse Modiic!tion F!ctor, R
R=5
S"ste$ Hverstren)t% F!ctor, I0
Ω0=2.5
election A$#liic!tion F!ctor, C d
C d=5
Page 11 of 112
3/14/2015
I =1.25
>$#ort!nce F!ctor, >
s =0.3 g
M!##ed MCE S#ectr!l Res#onse Acceler!tion, S 1
1=0.109 g
Site Cl!ss
! " =1.56
Site Coeicient, Fv
! # =2.364
Seis"ic Res'onse
MCE S#ectr!l Res#onse Acceler!tion, SMS
$ = ! "
$ =0.468 g
$ 1= ! # 1
$ 1= 0.257676 g
esi)n S#ectr!l Res#onse Acceler!tion, SS
% = $
esi)n S#ectr!l Res#onse Acceler!tion, S1
% 1 = $ 1
2
% =0.312 g
3
2
% 1 =0.171784 g
3
Eui&alent Lateral orces
Seis$ic Res#onse Coeicient, C S
C =
% R I
( )
C ,m"x =
% 1 T (
R ) I
C ,min =0.01
C ,min ≤ C s ≤C ,m"x
Calculate0 Base S%ear
Table /./.1! Base S%ear for loa0 'attern E@;1 Direction
Perio0 Use0 4sec5
Cs
8 Ecc.
0.125
0.0
Page 12 of 112
* 4+N5
4+N5
51505.'31 401.44*5
3/14/2015
A''lie0 Stor orces
i$././.1 Lateral seis"ic loa0s for loa0 'attern E@;1
Table /./.(! Lateral seis"ic loa0s for loa0 'attern E@;1 Stor
Ele&ation
;!Dir
"
+N
+N
Stor"
21.15
23.0'
0
Stor"'
20.4
'.0'14
0
AS&A-
1
1.*2
0
Stor"5
1.4
10.43'
0
Stor"4
14
110.'444
0
Stor"3
10.5
32.'4
0
Stor"2
555.31'
0
Stor"1
3.5
2*.32
0
-!se
0
0
0
Page 13 of 112
3/14/2015
/./.( ASCE !23 Auto Seis"ic Loa0 Calculation %is c!lcul!tion #resents t%e !uto$!tic!ll" )ener!ted l!ter!l seis$ic lo!ds or lo!d #!ttern E@<1 !ccordin) to ASCE 05, !s c!lcul!ted +" EA-S. Direction an0 Eccentricit
irection 7 Eccentricit" 8 Eccentricit" R!tio 7 5G or !ll di!#%r!)$s Structural Perio0
Period C!lcul!tion Met%od 7 Pro)r!$ C!lcul!ted Coeicient, Ct
C t =0.016 ft
Coeicient, < ASCE !+le 12.2=
x
Structure ?ei)%t A+ove -!se, %n
hn= 21.15 m
&on)Period r!nsition Period, &
T L =1 sec
=
0.9
actors an0 Coefficients
Res#onse Modiic!tion F!ctor, R
R
S"ste$ Hverstren)t% F!ctor, I0
Ω0=2.5
election A$#liic!tion F!ctor, Cd
C d=5
>$#ort!nce F!ctor, >
I =1.25
=
5
Ss !nd S1 Source 7 ser S#eciied M!##ed MCE S#ectr!l Res#onse Acceler!tion, S s
s =0.3 g
M!##ed MCE S#ectr!l Res#onse Acceler!tion, S 1
1=0.109 g
Site Cl!ss
! " =1.56
Site Coeicient, Fv
! # =2.364
Seis"ic Res'onse
MCE S#ectr!l Res#onse Acceler!tion, SMS
$ = ! "
$ =0.468 g
$ 1= ! # 1
$ 1= 0.257676 g
Page 14 of 112
3/14/2015 2
esi)n S#ectr!l Res#onse Acceler!tion, S S
%
esi)n S#ectr!l Res#onse Acceler!tion, S 1
% 1= $ 1
=
3
% =0.312 g
$
2
% 1=0.171784 g
3
Eui&alent Lateral orces
Seis$ic Res#onse Coeicient, CS
C =
% R I
( )
C ,m"x =
% 1 T (
R ) I
C ,min =0.01
C ,min ≤ C s ≤C ,m"x
Calculate0 Base S%ear Table /./.(! Base S%ear for loa0 'attern E@<1 Direction
Perio0 Use0 4sec5
Cs
Ecc. 8
0.122
0.0
A''lie0 Stor orces
Page 15 of 112
* 4+N5
4+N5
51505.'31 401.44*5
3/14/2015 i$././.( Lateral seis"ic loa0s for loa0 'attern E@<1
Table 'attern E@<1
Stor
Ele&ation "
;!Dir +N
Stor"
21.15
0
23.0'
Stor"'
20.4
0
'.0'14
AS&A-
1
0
1.*2
Stor"5
1.4
0
10.43'
Stor"4
14
0
110.'444
Stor"3
10.5
0
32.'4
Stor"2
0
555.31'
Stor"1 -!se
3.5 0
0 0
2*.32 0
Page 16 of 112
/./.(! Lateral seis"ic loa0s for loa0
3/16/2015 /././ ASCE !23 Auto Seis"ic Loa0 Calculation %is c!lcul!tion #resents t%e !uto$!tic!ll" )ener!ted l!ter!l s eis$ic lo!ds or lo!d #!ttern E@;( !ccordin) to ASCE 05, !s c!lcul!ted +" EA-S. Direction an0 Eccentricit
irection 7 8 Eccentricit" Eccentricit" R!tio 7 5G or !ll di!#%r!)$s Structural Perio0
Period C!lcul!tion Met%od 7 Pro)r!$ C!lcul!ted Coeicient, Ct
C t =0.016 ft
Coeicient, < ASCE !+le 12.2=
x
Structure ?ei)%t A+ove -!se, %n
hn= 21.15 m
&on)Period r!nsition Period, &
T L =1 sec
=
0.9
actors an0 Coefficients
Res#onse Modiic!tion F!ctor, R
R
S"ste$ Hverstren)t% F!ctor, I0
Ω0=2.5
election A$#liic!tion F!ctor, C d
C d=5
>$#ort!nce F!ctor, >
I =1.25
=
5
Ss !nd S1 Source 7 ser S#eciied M!##ed MCE S#ectr!l Res#onse Acceler!tion, S s
s =0.3 g
M!##ed MCE S#ectr!l Res#onse Acceler!tion, S 1
1=0.109 g
Site Cl!ss
! " =1.56
Site Coeicient, Fv
! # =2.364
Seis"ic Res'onse
MCE S#ectr!l Res#onse Acceler!tion, SMS
$ = ! "
$ =0.468 g
$ 1= ! # 1
$ 1= 0.257676 g
esi)n S#ectr!l Res#onse Acceler!tion, SS
% = $
2 3
Page 17 of 112
% =0.312 g
3/16/2015
esi)n S#ectr!l Res#onse Acceler!tion, S1
2
% 1 =0.171784 g
% 1 = $ 1 3
Eui&alent Lateral orces
Seis$ic Res#onse Coeicient, C S
C =
% R I
( )
C ,m"x =
% 1 T (
R ) I
C ,min =0.01
C ,min ≤ C s ≤C ,m"x Calculate0 Base S%ear Table /././! Base S%ear for loa0 'attern E@<1 Direction
Perio0 Use0 4sec5
Cs
8 Ecc.
0.125
0.0
* 4+N5
4+N5
51505.'31 401.44*5
A''lie0 Stor orces
i$./././ Lateral seis"ic loa0s for loa0 'attern E@;(
Page 18 of 112
3/16/2015 Table /././! Lateral seis"ic loa0s for loa0 'attern E@;(
Page 19 of 112
/./. ASCE !23 Auto Seis"ic %is c!lcul!tion #resents t%e seis$ic lo!ds or lo!d #!ttern E@<( c!lcul!ted +" EA-S. Direction an0 Eccentricit
Stor
Ele&ation
Stor" Stor"' AS&A Stor"5
20.4
3/16/2015 '.0'14
1
1.*2
1.4
10.43'
0
Stor"4
14
110.'444
0
Stor"3
10.5
32.'4
0
Stor"2
555.31'
0
Stor"1
3.5
2*.32
0
-!se
0
0
0
irection 7 Eccentricit" 8 Eccentricit" R!tio 7 5G or !ll Structural Perio0
;!Dir
"
+N
+N
21.15
23.0'
0
Loa0 Calculation !uto$!tic!ll" )ener!ted l!ter!l !ccordin) to ASCE 05, !s
0 0
di!#%r!)$s
Period C!lcul!tion Met%od 7 Pro)r!$ C!lcul!ted Coeicient, Ct
C t =0.016 ft
Coeicient, < ASCE !+le 12.2=
x
Structure ?ei)%t A+ove -!se, %n
hn= 21.15 m
&on)Period r!nsition Period, &
T L =1 sec
=
0.9
actors an0 Coefficients
Res#onse Modiic!tion F!ctor, R
R
S"ste$ Hverstren)t% F!ctor, I0
Ω0=2.5
election A$#liic!tion F!ctor, Cd
C d=5
>$#ort!nce F!ctor, >
I =1.25
=
5
Ss !nd S1 Source 7 ser S#eciied M!##ed MCE S#ectr!l Res#onse Acceler!tion, S s
s =0.3 g 1
=
0.109 g
Site Cl!ss
! " =1.56
Site Coeicient, Fv
! # =2.364
Seis"ic Res'onse
MCE S#ectr!l Res#onse Acceler!tion, SMS
$ = ! "
$ =0.468 g
$ 1= ! # 1
$ 1= 0.257676 g
esi)n S#ectr!l Res#onse Acceler!tion, S S
%
esi)n S#ectr!l Res#onse Acceler!tion, S 1
% 1= $ 1
2 =
3
2
3
Eui&alent Lateral orces
Page 20 of 112 C =
Seis$ic Res#onse Coeicient, CS
%
( R ) I
$
% =0.312 g % 1=0.171784 g
3/16/2015 /. Loa0 Cases Table /. ! Loa0 Cases ! Su""ar Na"e T'e
Stor
Ele&ation "
;!Dir +N
Stor" Stor"' AS&AStor"5 Stor"4 Stor"3 Stor"2 Stor"1 -!se
21.15 20.4 1 1.4 14 10.5 3.5 0
0 0 0 0 0 0 0 0 0
e!d
&ine!r St!tic
&ive E981
&ine!r St!tic
E982
&ine!r St!tic
E91
&ine!r St!tic
E92
&ine!r St!tic
(8
&ine!r St!tic
(
&ine!r St!tic
&ine!r St!tic
i$././. Lateral seis"ic loa0s for loa0 'attern E@<(
Table /./.! Lateral seis"ic loa0s for loa0 'attern E@<(
/.3Loa0 Co"binations Table /.3 ! Loa0 Co"binations
Na"e
Loa0 Case,Co"bo
Scale actor
T'e
Auto
Co$+1
e!d
1
&ine!r Add
o
Co$+1
&ive
1
Co$+2
e!d
1.4
Co$+2
&ive
1.'
Con1
e!d
1.4
&ine!r Add
es
Con2
e!d
1.2
&ine!r Add
es
&ine!r Add
es
o &ine!r Add
o o
Con2
&ive
1.'
Con3
e!d
1.2
o
Con3
&ive
1
o
Con3
(8
1
o
Con4
e!d
1.2
Con4
&ive
1
o
Con4
(8
1
o
Con5
e!d
1.2
Con5
&ive
1
&ine!r Add
&ine!r Add
es
es o
Con5
(
1
Con'
e!d
1.2
Con'
&ive
1
o
Con'
(
1
o
Con
e!d
0.*
Con
(8
1
Con
e!d
0.*
Con
(8
1
Con*
e!d
0.*
Con*
(
1
Con10
e!d
0.*
Con10
(
1
Page 21 of 112
o &ine!r Add
&ine!r Add
es
es o
&ine!r Add
es o
&ine!r Add
es o
&ine!r Add
es o
3/16/2015
Na"e
Loa0 Case,Co"bo
Scale actor
T'e
Auto
Con11
e!d
1.3
&ine!r Add
es
Con11
&ive
1
o
Con11
E981
1
o
Con12
e!d
1.3
Con12
&ive
1
Con12
E981
1
Con13
e!d
1.3
Con13
&ive
1
o
Con13
E982
1
o
Con14
e!d
1.3
Con14
&ive
1
Con14
E982
1
Con15
e!d
1.3
Con15
&ive
1
o
Con15
E91
1
o
Con1'
e!d
1.3
Con1'
&ive
1
o
Con1'
E91
1
o
Con1
e!d
1.3
Con1
&ive
1
Con1
E92
1
Con1
e!d
1.3
&ine!r Add
es o o
&ine!r Add
&ine!r Add
es
es o o
&ine!r Add
&ine!r Add
&ine!r Add
es
es
es o o
&ine!r Add
es
Con1
&ive
1
o
Con1
E92
1
o
Con1*
e!d
0.
Con1*
E981
1
Con20
e!d
0.
Con20
E981
1
Con21
e!d
0.
Con21
E982
1
Con22
e!d
0.
Con22
E982
1
Con23
e!d
0.
Con23
E91
1
Con24
e!d
0.
Con24
E91
1
Con25
e!d
0.
Con25
E92
1
Con2'
e!d
0.
Con2'
E92
1
(!l1
e!d
1.4
&ine!r Add
es
(!l2
e!d
1.2
&ine!r Add
es
(!l2
&ive
1.'
(!l3
e!d
1.2
(!l3
&ive
1
&ine!r Add
es o
&ine!r Add
es o
&ine!r Add
es o
&ine!r Add
es o
&ine!r Add
es o
&ine!r Add
es o
&ine!r Add
es o
&ine!r Add
es o
o &ine!r Add
es o
(!l3
(8
1
(!l4
e!d
1.2
o
(!l4
&ive
1
o
(!l4
(8
1
o
(!l5
e!d
1.2
(!l5
&ive
1
&ine!r Add
&ine!r Add
es
es o
(!l5
(
1
(!l'
e!d
1.2
(!l'
&ive
1
o
(!l'
(
1
o
(!l
e!d
0.*
Page 22 of 112
o &ine!r Add
&ine!r Add
es
es
3/16/2015
Na"e
Loa0 Case,Co"bo
Scale actor
(!l
(8
1
(!l
e!d
0.*
(!l
(8
1
(!l*
e!d
0.*
(!l*
(
1
(!l10
e!d
0.*
(!l10
(
1
(!l11
e!d
1.3
(!l11
&ive
1
(!l11
E981
1
(!l12
e!d
1.3
T'e
Auto o
&ine!r Add
es o
&ine!r Add
es o
&ine!r Add
es o
&ine!r Add
es o o
&ine!r Add
es
(!l12
&ive
1
o
(!l12
E981
1
o
(!l13
e!d
1.3
(!l13
&ive
1
(!l13
E982
1
(!l14
e!d
1.3
(!l14
&ive
1
(!l14
E982
1
(!l15
e!d
1.3
(!l15
&ive
1
o
(!l15
E91
1
o
(!l1'
e!d
1.3
(!l1'
&ive
1
(!l1'
E91
1
(!l1
e!d
1.3
(!l1
&ive
1
o
(!l1
E92
1
o
(!l1
e!d
1.3
(!l1
&ive
1
(!l1
E92
1
(!l1*
e!d
0.
(!l1*
E981
1
(!l20
e!d
0.
(!l20
E981
1
(!l21
e!d
0.
(!l21
E982
1
(!l22
e!d
0.
(!l22
E982
1
(!l23
e!d
0.
(!l23
E91
1
(!l24
e!d
0.
(!l24
E91
1
(!l25
e!d
0.
(!l25
E92
1
(!l2'
e!d
0.
(!l2'
E92
1
Page 23 of 112
&ine!r Add
es o o
&ine!r Add
es o o
&ine!r Add
&ine!r Add
es
es o o
&ine!r Add
&ine!r Add
es
es o o
&ine!r Add
es
&ine!r Add
es
&ine!r Add
es
&ine!r Add
es
&ine!r Add
es
o o o o o &ine!r Add
es o
&ine!r Add
es o
&ine!r Add
es o
Analysis esults
3/14/2015
Analsis Results %is c%!#ter #rovides !n!l"sis results.
.1 Structure Results Table .1 ! Base Reactions M; M< +N!" +N!"
Loa0 Case,Co"bo
; +N
< +N
+N
e!d
1.'1E05
2.12E05
*152.321
1405.50''
14'14.3'
M +N!"
; "
< "
"
0.000'
0
0
0
&ive
2.'44E0'
1.0*3E0'
115*2.4**
31'.12
1.3221
0.0001
0
0
0
E981
401.44*3
0.0001
0.001
0.0004
510'.10*
511'.551
0
0
0
E982
401.44*3
0.0002
0.000
0.000
510'.05 4*02.*343
0
0
0
E91
5.344E0' 401.44*
0.0005
510'.'*52
0.00*
*5*'.'*45
0
0
0
E92
4.'4E0' 401.44*5
0.000*
510'.'*3
0.0141
515.454
0
0
0
(8
'22.*0*1
'.2*1E0'
0.0002
2.1E05
125.54*
0.0001
0
0
0
(
1.445E0'
112'.02
0.0002
14'.'13
0.0032
0.003
0
0
0
Co$+1
1.2E05
2.23E05
1031'4.2
10.'*45
14'33.1'0
0.000
0
0
0
Co$+2
2.'E05
3.154E05
14'4*.31
14'0.0**
204*0.0*4
0.0011
0
0
0
Con1
2.2'5E05
2.**E05
12201.335
1*'.0*2
204'0.41
0.000*
0
0
0
Con2
2.3'4E05
2.2E05
12434.424
11*.0'
15'.121'
0.000*
0
0
0
Con3
'22.*0*1
3.2*2E05
1214*.343
13'*.*5
25'1.33
0.000
0
0
0
Con4
'22.*0*1
2.034E05
1214*.34'
13'*.*5*
*430.335
0.001
0
0
0
1'05.'52
Con5
2.35E05
112'.02
1214*.343
155'.131'
0.0021
0
0
0
Con'
2.0'1E05
112'.021
1214*.34 1331*.0'55 155'.1252
0.003
0
0
0
Con
'22.*0*1
2.544E05
2415.143
12'4.*55*
212*.10*'
0.0005
0
0
0
Con
'22.*0*1
1.2'E05
2415.1441
12'4.*55*
502.5***
0.000
0
0
0
Con*
1.'E05
112'.02
2415.143
15*53.13
13153.35*
0.0024
0
0
0
Con10
1.311E05
112'.021
2415.1441
13423.*054 13153.351'
0.0035
0
0
0
Con11
401.44*3
0.0001
130'3'.55'
1510.34'*
00'.3232
511'.550
0
0
0
Con12
401.44*3
0.0002
130'3'.5
1510.34'1
32051.0*'
511'.552'
0
0
0
Con13
401.44*3
0.0003
130'3'.55*
1510.345
00'.31* 4*02.*352
0
0
0
Con14
401.44*3
0.0002
130'3'.55
1510.343
32051.0*52
0
0
0
Con15
2.*02E05 401.44 130'3'.5'2
525*.041
1*01.'202 *5*'.'*54
0
0
0
Con1'
1.33E05 401.44* 130'3'.52 4*55.34 1*01.'044 *5*'.'*3'
0
0
0
Con1
2.3'E05 401.44*5 130'3'.55
0
0
0
525*.043
4*02.*333
1*01.'2'3 515.4531
Con1
1.**E05 401.44*' 130'3'.5' 4*55.350 1*01.5*2
515.455
0
0
0
Con1*
401.44*3
0.0001
325.*04
1124.405
'2'0.51
511'.5512
0
0
0
Con20
401.44*3
0.0002
325.*0'
1124.404
3*3'.4
Con21
401.44*3
0.0002
325.*04*
1124.4045
Con22
401.44*3
0.0002
325.*0'5
Con23
1.2E05 401.44
325.*052
Con24
.5*'E0' 401.44*
325.*0'2
4**44.2**
11'*1.'3
*5*'.'*4
0
0
0
Con25
1.'2E05 401.44*5
325.*04
521*3.102'
11'*1.5
515.4535
0
0
0
Con2'
4**44.2*21 11'*1.5' 515.4545
0
0
0
0
0
0
511'.5522
0
0
0
'2'0.54 4*02.*34
0
0
0
1124.40'
3*3'.3''
4*02.*33
0
0
0
521*3.1004
11'*1.
*5*'.'*5
0
0
0
.25'E0' 401.44*'
325.*0''
(!l1
2.2'5E05
12201.335
(!l2
2.3'4E05
2.2E05
12434.424
11*.0'
15'.121'
0.000*
0
0
0
(!l3
'22.*0*1
3.2*2E05
1214*.343
13'*.*5
25'1.33
0.000
0
0
0
(!l4
'22.*0*1
2.034E05
1214*.34'
13'*.*5*
*430.335
0.001
0
0
0
(!l5
2.35E05
112'.02
1214*.343
1'05.'52
155'.131'
0.0021
0
0
0
(!l'
2.0'1E05
112'.021
1214*.34 1331*.0'55 155'.1252
(!l
'22.*0*1
2.544E05
2415.143
(!l
'22.*0*1
1.2'E05
2415.1441
(!l*
1.'E05
112'.02
2415.143
(!l10
1.311E05
112'.021
2415.1441
13423.*054 13153.351'
0.0035
0
0
0
(!l11
401.44*3
0.0001
130'3'.55'
1510.34'*
00'.3232
511'.550
0
0
0
(!l12
401.44*3
0.0002
130'3'.5
1510.34'1
32051.0*'
511'.552'
0
0
0
2.**E05
1*'.0*2
204'0.41
0.000*
0.003
0
0
0
212*.10*'
0.0005
0
0
0
12'4.*55*
502.5***
0.000
0
0
0
15*53.13
13153.35*
0.0024
0
0
0
12'4.*55*
Page 24 of 112
Analysis esults
3/14/2015
Loa0 Case,Co"bo
; +N
< +N
+N
M; +N!"
(!l13
401.44*3
0.0003
130'3'.55*
1510.345
(!l14
401.44*3
0.0002
130'3'.55
(!l15
2.*02E05 401.44 130'3'.5'2
; "
< "
"
00'.31* 4*02.*352
0
0
0
1510.343
32051.0*52
4*02.*333
0
0
0
525*.041
1*01.'202 *5*'.'*54
0
0
0
(!l1'
1.33E05 401.44* 130'3'.52 4*55.34 1*01.'044 *5*'.'*3'
0
0
0
(!l1
2.3'E05 401.44*5 130'3'.55
0
0
0
525*.043
M< +N!"
M +N!"
1*01.'2'3 515.4531
(!l1
1.**E05 401.44*' 130'3'.5' 4*55.350 1*01.5*2
515.455
0
0
0
(!l1*
401.44*3
0.0001
325.*04
1124.405
'2'0.51
511'.5512
0
0
0
(!l20
401.44*3
0.0002
325.*0'
1124.404
3*3'.4
(!l21
401.44*3
0.0002
325.*04*
1124.4045
(!l22
401.44*3
0.0002
325.*0'5
(!l23
1.2E05 401.44
(!l24
.5*'E0' 401.44*
(!l25
1.'2E05 401.44*5
(!l2'
.25'E0' 401.44*'
511'.5522
0
0
0
'2'0.54 4*02.*34
0
0
0
1124.40'
3*3'.3''
4*02.*33
0
0
0
325.*052
521*3.1004
11'*1.
*5*'.'*5
0
0
0
325.*0'2
4**44.2**
11'*1.'3
*5*'.'*4
0
0
0
325.*04
521*3.102'
11'*1.5
515.4535
0
0
0
325.*0''
4**44.2*21 11'*1.5' 515.4545
0
0
0
Page 25 of 112
Analysis esults
3/14/2015
i$..1 Base Reactions for C>MB1! +N
Page 26 of 112
Analysis esults
3/14/2015
.( Stor Results Table .( ! Stor Ma6,A&$ Dis'lace"ents Stor
Loa0 Ma6i"u" A&era$e Direction Case,Co"bo "" ""
Ratio
Stor"
e!d
0
0
Stor"'
e!d
0
0
AS&A-
e!d
0
0
Stor"5
e!d
0.2
0.1
1.34*221
Stor"4
e!d
0.2
0.1
1.3'***
Stor"3
e!d
0.1
0.1
1.43'
Stor"2
e!d
0.1
0.043
1.505115 1.33535
Stor"1
e!d
0.013
0.01003
-!se
e!d
0
0
Stor"
&ive
0
0
Stor"'
&ive
0
0
AS&A-
&ive
0
0
Stor"5
&ive
0.02432
0.0203*
1.1*252
Stor"4
&ive
0.01*4
0.015**
1.240*43
Stor"3
&ive
0.0143
0.0113
1.303201
Stor"2
&ive
0.00*142
0.00''1
1.31''
Stor"1
&ive
0.002043
0.0012'
1.'1221
-!se
&ive
0
0
Stor"
E981
0
0
Stor"'
E981
0
0
AS&A-
E981
0
0
Stor"5
E981
8
0.5
0.5
1.10403
Stor"4
E981
8
0.5
0.4
1.1015*
Stor"3
E981
8
0.3
0.3
1.0***5
Stor"2
E981
8
0.2
0.2
1.0*'5' 1.005
Stor"1
E981
8
0.1
0.1
-!se
E981
0
0
Stor"
E982
0
0
Stor"'
E982
0
0
AS&A-
E982
0
0
Stor"5
E982
8
0.'
0.5
1.12*'5
Stor"4
E982
8
0.5
0.4
1.12*00*
Stor"3
E982
8
0.4
0.3
1.12*53
Stor"2
E982
8
0.2
0.2
1.131*2 1.1352
Stor"1
E982
8
0.1
0.1
-!se
E982
0
0
Stor"
E91
0
0
Stor"'
E91
0
0
AS&A-
E91
0
0
Stor"5
E91
0.
0.5
1.355'2
Stor"4
E91
0.'
0.4
1.3'351*
Stor"3
E91
0.4
0.3
1.3'213
Stor"2
E91
0.2
0.2
1.3'*21
Stor"1
E91
0.1
0.1
1.35'
-!se
E91
0
0
Stor"
E92
0
0
Stor"'
E92
0
0
AS&A-
E92
0
0
Stor"5
E92
0.
0.5
Stor"4
E92
0.'
0.4
1.4115
Stor"3
E92
0.4
0.3
1.425*1
Stor"2
E92
0.3
0.2
1.4551
Stor"1
E92
0.1
0.1
1.5''50
Page 27 of 112
1.4040*5
Analysis esults
3/14/2015 Stor
Loa0 Ma6i"u" A&era$e Direction Case,Co"bo "" ""
Ratio
-!se
E92
0
0
Stor"
(8
0
0
Stor"'
(8
0
0
AS&A-
(8
0
0
Stor"5
(8
8
0.1
0.1
1.014131
Stor"4
(8
8
0.1
0.1
1.015*1
Stor"3
(8
8
0.04*42
0.045
1.0142
Stor"2
(8
8
0.03131
0.030'*
1.02014'
Stor"1
(8
8
0.01332
0.012*'
1.02451
-!se
(8
0
0
Stor"
(
0
0
Stor"'
(
0
0
AS&A-
(
0
0
Stor"5
(
0.2
0.1
1.0'0023
Stor"4
(
0.1
0.1
1.0552
Stor"3
(
0.1
0.1
1.0'22*
Stor"2
(
0.1
0.1
1.015*
Stor"1
(
0.0215
0.01*0
1.1400'
-!se
(
0
0
Stor"
Co$+1
0
0
Stor"'
Co$+1
0
0
AS&A-
Co$+1
0
0
Stor"5
Co$+1
0.2
0.2
1.32**
Stor"4
Co$+1
0.2
0.1
1.3'**3
Stor"3
Co$+1
0.1
0.1
1.42222
Stor"2
Co$+1
0.1
0.1
1.4*0243 1.1**23
Stor"1
Co$+1
0.01*42
0.0112*
-!se
Co$+1
0
0
Stor"
Co$+2
0
0
Stor"'
Co$+2
0
0
AS&A-
Co$+2
0
0
Stor"5
Co$+2
0.3
0.2
1.324**
Stor"4
Co$+2
0.3
0.2
1.3''
Stor"3
Co$+2
0.2
0.1
1.42022'
Stor"2
Co$+2
0.1
0.1
1.440' 1.1224
Stor"1
Co$+2
0.02'
0.01'0'
-!se
Co$+2
0
0
Stor"
Con1
0
0
Stor"'
Con1
0
0
AS&A-
Con1
0
0
Stor"5
Con1
0.3
0.2
1.34*221
Stor"4
Con1
0.2
0.2
1.3'***
Stor"3
Con1
0.2
0.1
1.43'
Stor"2
Con1
0.1
0.1
1.505115
Stor"1
Con1
0.02433
0.01404
1.33535
-!se
Con1
0
0
Stor"
Con2
0
0
Stor"'
Con2
0
0
AS&A-
Con2
0
0
Stor"5
Con2
0.3
0.2
1.324452
Stor"4
Con2
0.2
0.2
1.3'3*3*
Stor"3
Con2
0.2
0.1
1.41'05
Stor"2
Con2
0.1
0.1
1.4'052
Stor"1
Con2
0.02413
0.0140'
1.1'041
-!se
Con2
0
0
Stor"
Con3
0
0
Stor"'
Con3
0
0
AS&A-
Con3
0
0
Page 28 of 112
Analysis esults
3/14/2015 Stor
Loa0 Ma6i"u" A&era$e Direction Case,Co"bo "" ""
Ratio
Stor"5
Con3
0.3
0.2
1.33*553
Stor"4
Con3
0.2
0.2
1.30551
Stor"3
Con3
0.2
0.1
1.435442
Stor"2
Con3
0.1
0.1
1.50''4
Stor"1
Con3
0.023
0.01345
1.'2'
-!se
Con3
0
0
Stor"
Con4
0
0
Stor"'
Con4
0
0
AS&A-
Con4
0
0
Stor"5
Con4
0.3
0.2
1.32522
Stor"4
Con4
0.2
0.2
1.3'2'34
Stor"3
Con4
0.2
0.1
1.4134
Stor"2
Con4
0.1
0.1
1.40*4
Stor"1
Con4
8
0.0114
0.0132
1.3'540'
-!se
Con4
0
0
Stor"
Con5
0
0
Stor"'
Con5
0
0
AS&A-
Con5
0
0
Stor"5
Con5
8
0.1
0.1
1.3*'1
Stor"4
Con5
8
0.1
0.04*'*
1.5443
Stor"3
Con5
8
0.041
0.025
1.'21*
Stor"2
Con5
0.0410
0.01323
3.104* 2.1**5'*
Stor"1
Con5
0.0121
0.005
-!se
Con5
0
0
Stor"
Con'
0
0
Stor"'
Con'
0
0
AS&A-
Con'
0
0
Stor"5
Con'
0.4
0.3
1.215*'5
Stor"4
Con'
0.3
0.3
1.23504
Stor"3
Con'
0.2
0.2
1.2''0*
Stor"2
Con'
0.2
0.1
1.30504 1.3*10'
Stor"1
Con'
0.044'5
0.0323
-!se
Con'
0
0
Stor"
Con
0
0
Stor"'
Con
0
0
AS&A-
Con
0
0
Stor"5
Con
0.2
0.1
1.35*011
Stor"4
Con
0.1
0.1
1.3***33
Stor"3
Con
0.1
0.1
1.454552
Stor"2
Con
0.1
0.043*2
1.525*1
Stor"1
Con
8
0.01'
0.0125
1.30123
-!se
Con
0
0
Stor"
Con
0
0
Stor"'
Con
0
0
AS&A-
Con
0
0
Stor"5
Con
0.2
0.1
1.33*0**
Stor"4
Con
0.1
0.1
1.33'5
Stor"3
Con
0.1
0.1
1.42211
Stor"2
Con
0.1
0.04303
1.432 1.24521
Stor"1
Con
8
0.01'31
0.0130
-!se
Con
0
0
Stor"
Con*
0
0
Stor"'
Con*
0
0
AS&A-
Con*
0
0
Stor"5
Con*
8
0.1
0.1
1.32**
Stor"4
Con*
8
0.1
0.0331
1.5204
Stor"3
Con*
8
0.03203
0.0142
1.3'5
Stor"2
Con*
0.025
0.001
3.2345
Page 29 of 112
Analysis esults
3/14/2015 Stor Stor"1
Loa0 Ma6i"u" A&era$e Direction Case,Co"bo "" "" Con*
0.014
0.01005
-!se
Con*
0
0
Stor"
Con10
0
0
Ratio 1.3*20
Stor"'
Con10
0
0
AS&A-
Con10
0
0
Stor"5
Con10
0.3
0.3
1.1*'02
Stor"4
Con10
0.3
0.2
1.211021
Stor"3
Con10
0.2
0.2
1.23'44
Stor"2
Con10
0.1
0.1
1.23353
Stor"1
Con10
0.033*
0.021
1.330'53
-!se
Con10
0
0
Stor"
Con11
0
0
Stor"'
Con11
0
0
AS&A-
Con11
0
0
Stor"5
Con11
8
0.4
0.4
1.0321
Stor"4
Con11
8
0.4
0.4
1.024'35
Stor"3
Con11
8
0.3
0.3
1.0141
Stor"2
Con11
8
0.2
0.2
1.002'11 1.02023
Stor"1
Con11
8
0.1
0.1
-!se
Con11
0
0
Stor"
Con12
0
0
Stor"'
Con12
0
0
AS&A-
Con12
0
0
Stor"5
Con12
8
0.
0.'
Stor"4
Con12
8
0.5
0.5
1.1'211*
Stor"3
Con12
8
0.4
0.3
1.125**
Stor"2
Con12
8
0.2
0.2
1.120*
Stor"1
Con12
8
0.1
0.1
1.15454
1.15'3
-!se
Con12
0
0
Stor"
Con13
0
0
Stor"'
Con13
0
0
AS&A-
Con13
0
0
Stor"5
Con13
8
0.5
0.4
1.2431**
Stor"4
Con13
8
0.5
0.4
1.23*'
Stor"3
Con13
8
0.4
0.3
1.235**4
Stor"2
Con13
8
0.2
0.2
1.23'31'
Stor"1
Con13
8
0.1
0.1
1.2051
-!se
Con13
0
0
Stor"
Con14
0
0
Stor"'
Con14
0
0
AS&A-
Con14
0
0
Stor"5
Con14
8
0.'
0.'
1.04414'
Stor"4
Con14
8
0.5
0.5
1.04304
Stor"3
Con14
8
0.4
0.3
1.03**1'
Stor"2
Con14
8
0.2
0.2
1.03'43 1.00525
Stor"1
Con14
8
0.1
0.1
-!se
Con14
0
0
Stor"
Con15
0
0
Stor"'
Con15
0
0
AS&A-
Con15
0
0
Stor"5
Con15
0.5
0.3
1.54'
Stor"4
Con15
0.5
0.2
1.5'*22
Stor"3
Con15
0.3
0.2
1.*525
Stor"2
Con15
0.2
0.1
1.*0500' 1.'53242
Stor"1
Con15
0.1
0.1
-!se
Con15
0
0
Stor"
Con1'
0
0
Stor"'
Con1'
0
0
Page 30 of 112
Analysis esults
3/14/2015 Stor
Loa0 Ma6i"u" A&era$e Direction Case,Co"bo "" ""
Ratio
AS&A-
Con1'
0
0
Stor"5
Con1'
0.
0.
1.151
Stor"4
Con1'
0.
0.'
1.152'*
Stor"3
Con1'
0.5
0.4
1.1430
Stor"2
Con1'
0.3
0.3
1.12*1 1.1''
Stor"1
Con1'
0.1
0.1
-!se
Con1'
0
0
Stor"
Con1
0
0
Stor"'
Con1
0
0
AS&A-
Con1
0
0
Stor"5
Con1
0.4
0.3
1.453*3*
Stor"4
Con1
0.4
0.2
1.43'1*
Stor"3
Con1
0.3
0.2
1.42'*
Stor"2
Con1
0.2
0.1
1.4330 1.5253'2
Stor"1
Con1
0.1
0.1
-!se
Con1
0
0
Stor"
Con1
0
0
Stor"'
Con1
0
0
AS&A-
Con1
0
0
Stor"5
Con1
1
0.
1.335
Stor"4
Con1
0.
0.'
1.4005
Stor"3
Con1
0.'
0.4
1.4202
Stor"2
Con1
0.4
0.3
1.4'01
Stor"1
Con1
0.1
0.1
1.5*34'
-!se
Con1
0
0
Stor"
Con1*
0
0
Stor"'
Con1*
0
0
AS&A-
Con1*
0
0
Stor"5
Con1*
8
0.5
0.4
1.0'5021
Stor"4
Con1*
8
0.4
0.4
1.05*54
Stor"3
Con1*
8
0.3
0.3
1.05242
Stor"2
Con1*
8
0.2
0.2
1.044055
Stor"1
Con1*
8
0.1
0.1
1.04*42
-!se
Con1*
0
0
Stor"
Con20
0
0
Stor"'
Con20
0
0
AS&A-
Con20
0
0
Stor"5
Con20
8
0.'
0.5
1.13'3*
Stor"4
Con20
8
0.5
0.4
1.13'
Stor"3
Con20
8
0.4
0.3
1.14333
Stor"2
Con20
8
0.2
0.2
1.14052 1.12'23
Stor"1
Con20
8
0.1
0.1
-!se
Con20
0
0
Stor"
Con21
0
0
Stor"'
Con21
0
0
AS&A-
Con21
0
0
Stor"5
Con21
8
0.5
0.4
1.1*1
Stor"4
Con21
8
0.5
0.4
1.15'1
Stor"3
Con21
8
0.4
0.3
1.152
Stor"2
Con21
8
0.2
0.2
1.1*21
Stor"1
Con21
8
0.1
0.1
1.1'22
-!se
Con21
0
0
Stor"
Con22
0
0
Stor"'
Con22
0
0
AS&A-
Con22
0
0
Stor"5
Con22
8
0.'
0.5
1.0''4
Stor"4
Con22
8
0.5
0.4
1.02
Stor"3
Con22
8
0.4
0.3
1.0'*
Page 31 of 112
Analysis esults
3/14/2015 Stor Stor"2
Loa0 Ma6i"u" A&era$e Direction Case,Co"bo "" "" Con22
Ratio
8
0.2
0.2
1.0'''' 1.0**53
Stor"1
Con22
8
0.1
0.1
-!se
Con22
0
0
Stor"
Con23
0
0
Stor"'
Con23
0
0
AS&A-
Con23
0
0
Stor"5
Con23
0.'
0.4
1.5'**34
Stor"4
Con23
0.5
0.3
1.5'*'
Stor"3
Con23
0.4
0.2
1.5*2112
Stor"2
Con23
0.2
0.1
1.'0535 1.50''1
Stor"1
Con23
0.1
0.1
-!se
Con23
0
0
Stor"
Con24
0
0
Stor"'
Con24
0
0
AS&A-
Con24
0
0
Stor"5
Con24
0.
0.'
Stor"4
Con24
0.'
0.5
1.22''
Stor"3
Con24
0.4
0.4
1.222'2
Stor"2
Con24
0.3
0.2
1.21412'
Stor"1
Con24
0.1
0.1
1.241504
-!se
Con24
0
0
Stor"
Con25
0
0
1.222432
Stor"'
Con25
0
0
AS&A-
Con25
0
0
Stor"5
Con25
0.5
0.4
1.42053
Stor"4
Con25
0.5
0.3
1.41*0'
Stor"3
Con25
0.3
0.2
1.4244*1
Stor"2
Con25
0.2
0.1
1.44'0 1.5443**
Stor"1
Con25
0.1
0.1
-!se
Con25
0
0
Stor"
Con2'
0
0
Stor"'
Con2'
0
0
AS&A-
Con2'
0
0
Stor"5
Con2'
0.*
0.'
1.3*313
Stor"4
Con2'
0.
0.5
1.4033
Stor"3
Con2'
0.5
0.4
1.42*5*2
Stor"2
Con2'
0.3
0.2
1.4'''2 1.53*
Stor"1
Con2'
0.1
0.1
-!se
Con2'
0
0
Stor"
(!l1
0
0
Stor"'
(!l1
0
0
AS&A-
(!l1
0
0
Stor"5
(!l1
0.3
0.2
1.34*221
Stor"4
(!l1
0.2
0.2
1.3'***
Stor"3
(!l1
0.2
0.1
1.43'
Stor"2
(!l1
0.1
0.1
1.505115
Stor"1
(!l1
0.02433
0.01404
1.33535
-!se
(!l1
0
0
Stor"
(!l2
0
0
Stor"'
(!l2
0
0
AS&A-
(!l2
0
0
Stor"5
(!l2
0.3
0.2
1.324452
Stor"4
(!l2
0.2
0.2
1.3'3*3*
Stor"3
(!l2
0.2
0.1
1.41'05
Stor"2
(!l2
0.1
0.1
1.4'052
Stor"1
(!l2
0.02413
0.0140'
1.1'041
-!se
(!l2
0
0
Stor"
(!l3
0
0
Page 32 of 112
Analysis esults
3/14/2015 Stor
Loa0 Ma6i"u" A&era$e Direction Case,Co"bo "" "" 0
Ratio
Stor"'
(!l3
0
AS&A-
(!l3
0
0
Stor"5
(!l3
0.3
0.2
1.33*553
Stor"4
(!l3
0.2
0.2
1.30551
Stor"3
(!l3
0.2
0.1
1.435442
Stor"2
(!l3
0.1
0.1
1.50''4
Stor"1
(!l3
0.023
0.01345
1.'2'
-!se
(!l3
0
0
Stor"
(!l4
0
0
Stor"'
(!l4
0
0
AS&A-
(!l4
0
0
Stor"5
(!l4
0.3
0.2
1.32522
Stor"4
(!l4
0.2
0.2
1.3'2'34
Stor"3
(!l4
0.2
0.1
1.4134
Stor"2
(!l4
0.1
0.1
1.40*4
Stor"1
(!l4
8
0.0114
0.0132
1.3'540'
-!se
(!l4
0
0
Stor"
(!l5
0
0
Stor"'
(!l5
0
0
AS&A-
(!l5
0
0
Stor"5
(!l5
8
0.1
0.1
1.3*'1
Stor"4
(!l5
8
0.1
0.04*'*
1.5443
Stor"3
(!l5
8
0.041
0.025
1.'21*
Stor"2
(!l5
0.0410
0.01323
3.104* 2.1**5'*
Stor"1
(!l5
0.0121
0.005
-!se
(!l5
0
0
Stor"
(!l'
0
0
Stor"'
(!l'
0
0
AS&A-
(!l'
0
0
Stor"5
(!l'
0.4
0.3
1.215*'5
Stor"4
(!l'
0.3
0.3
1.23504
Stor"3
(!l'
0.2
0.2
1.2''0*
Stor"2
(!l'
0.2
0.1
1.30504 1.3*10'
Stor"1
(!l'
0.044'5
0.0323
-!se
(!l'
0
0
Stor"
(!l
0
0
Stor"'
(!l
0
0
AS&A-
(!l
0
0
Stor"5
(!l
0.2
0.1
1.35*011
Stor"4
(!l
0.1
0.1
1.3***33
Stor"3
(!l
0.1
0.1
1.454552
Stor"2
(!l
0.1
0.043*2
1.525*1
Stor"1
(!l
8
0.01'
0.0125
1.30123
-!se
(!l
0
0
Stor"
(!l
0
0
Stor"'
(!l
0
0
AS&A-
(!l
0
0
Stor"5
(!l
0.2
0.1
1.33*0**
Stor"4
(!l
0.1
0.1
1.33'5
Stor"3
(!l
0.1
0.1
1.42211
Stor"2
(!l
0.1
0.04303
1.432 1.24521
Stor"1
(!l
8
0.01'31
0.0130
-!se
(!l
0
0
Stor"
(!l*
0
0
Stor"'
(!l*
0
0
AS&A-
(!l*
0
0
Stor"5
(!l*
8
0.1
0.1
1.32**
Stor"4
(!l*
8
0.1
0.0331
1.5204
Page 33 of 112
Analysis esults
3/14/2015 Stor
Loa0 Ma6i"u" A&era$e Direction Case,Co"bo "" ""
Ratio
Stor"3
(!l*
8
0.03203
0.0142
1.3'5
Stor"2
(!l*
0.025
0.001
3.2345
Stor"1
(!l*
0.014
0.01005
1.3*20
-!se
(!l*
0
0
Stor"
(!l10
0
0
Stor"'
(!l10
0
0
AS&A-
(!l10
0
0
Stor"5
(!l10
0.3
0.3
1.1*'02
Stor"4
(!l10
0.3
0.2
1.211021
Stor"3
(!l10
0.2
0.2
1.23'44
Stor"2
(!l10
0.1
0.1
1.23353
Stor"1
(!l10
0.033*
0.021
1.330'53
-!se
(!l10
0
0
Stor"
(!l11
0
0
Stor"'
(!l11
0
0
AS&A-
(!l11
0
0
Stor"5
(!l11
8
0.4
0.4
1.0321
Stor"4
(!l11
8
0.4
0.4
1.024'35
Stor"3
(!l11
8
0.3
0.3
1.0141
Stor"2
(!l11
8
0.2
0.2
1.002'11 1.02023
Stor"1
(!l11
8
0.1
0.1
-!se
(!l11
0
0
Stor"
(!l12
0
0
Stor"'
(!l12
0
0
AS&A-
(!l12
0
0
Stor"5
(!l12
8
0.
0.'
Stor"4
(!l12
8
0.5
0.5
1.1'211*
Stor"3
(!l12
8
0.4
0.3
1.125**
Stor"2
(!l12
8
0.2
0.2
1.120*
Stor"1
(!l12
8
0.1
0.1
1.15454
-!se
(!l12
0
0
Stor"
(!l13
0
0
Stor"'
(!l13
0
0
AS&A-
(!l13
0
0
Stor"5
(!l13
8
0.5
0.4
1.2431**
Stor"4
(!l13
8
0.5
0.4
1.23*'
Stor"3
(!l13
8
0.4
0.3
1.235**4
Stor"2
(!l13
8
0.2
0.2
1.23'31'
Stor"1
(!l13
8
0.1
0.1
1.2051
-!se
(!l13
0
0
Stor"
(!l14
0
0
1.15'3
Stor"'
(!l14
0
0
AS&A-
(!l14
0
0
Stor"5
(!l14
8
0.'
0.'
1.04414'
Stor"4
(!l14
8
0.5
0.5
1.04304
Stor"3
(!l14
8
0.4
0.3
1.03**1'
Stor"2
(!l14
8
0.2
0.2
1.03'43 1.00525
Stor"1
(!l14
8
0.1
0.1
-!se
(!l14
0
0
Stor"
(!l15
0
0
Stor"'
(!l15
0
0
AS&A-
(!l15
0
0
Stor"5
(!l15
0.5
0.3
1.54'
Stor"4
(!l15
0.5
0.2
1.5'*22
Stor"3
(!l15
0.3
0.2
1.*525
Stor"2
(!l15
0.2
0.1
1.*0500' 1.'53242
Stor"1
(!l15
0.1
0.1
-!se
(!l15
0
0
Page 34 of 112
Analysis esults
3/14/2015 Stor Stor"
Loa0 Ma6i"u" A&era$e Direction Case,Co"bo "" "" (!l1'
0
Ratio
0
Stor"'
(!l1'
0
0
AS&A-
(!l1'
0
0
Stor"5
(!l1'
0.
0.
1.151
Stor"4
(!l1'
0.
0.'
1.152'*
Stor"3
(!l1'
0.5
0.4
1.1430
Stor"2
(!l1'
0.3
0.3
1.12*1 1.1''
Stor"1
(!l1'
0.1
0.1
-!se
(!l1'
0
0
Stor"
(!l1
0
0
Stor"'
(!l1
0
0
AS&A-
(!l1
0
0
Stor"5
(!l1
0.4
0.3
1.453*3*
Stor"4
(!l1
0.4
0.2
1.43'1*
Stor"3
(!l1
0.3
0.2
1.42'*
Stor"2
(!l1
0.2
0.1
1.4330 1.5253'2
Stor"1
(!l1
0.1
0.1
-!se
(!l1
0
0
Stor"
(!l1
0
0
Stor"'
(!l1
0
0
AS&A-
(!l1
0
0
Stor"5
(!l1
1
0.
1.335
Stor"4
(!l1
0.
0.'
1.4005
Stor"3
(!l1
0.'
0.4
1.4202
Stor"2
(!l1
0.4
0.3
1.4'01
Stor"1
(!l1
0.1
0.1
1.5*34'
-!se
(!l1
0
0
Stor"
(!l1*
0
0
Stor"'
(!l1*
0
0
AS&A-
(!l1*
0
0
Stor"5
(!l1*
8
0.5
0.4
Stor"4
(!l1*
8
0.4
0.4
1.05*54
Stor"3
(!l1*
8
0.3
0.3
1.05242
Stor"2
(!l1*
8
0.2
0.2
1.044055
Stor"1
(!l1*
8
0.1
0.1
1.04*42
-!se
(!l1*
0
0
Stor"
(!l20
0
0
1.0'5021
Stor"'
(!l20
0
0
AS&A-
(!l20
0
0
Stor"5
(!l20
8
0.'
0.5
1.13'3*
Stor"4
(!l20
8
0.5
0.4
1.13'
Stor"3
(!l20
8
0.4
0.3
1.14333
Stor"2
(!l20
8
0.2
0.2
1.14052 1.12'23
Stor"1
(!l20
8
0.1
0.1
-!se
(!l20
0
0
Stor"
(!l21
0
0
Stor"'
(!l21
0
0
AS&A-
(!l21
0
0
Stor"5
(!l21
8
0.5
0.4
1.1*1
Stor"4
(!l21
8
0.5
0.4
1.15'1
Stor"3
(!l21
8
0.4
0.3
1.152
Stor"2
(!l21
8
0.2
0.2
1.1*21
Stor"1
(!l21
8
0.1
0.1
1.1'22
-!se
(!l21
0
0
Stor"
(!l22
0
0
Stor"'
(!l22
0
0
AS&A-
(!l22
0
0
Stor"5
(!l22
8
0.'
0.5
Page 35 of 112
1.0''4
Analysis esults
3/14/2015 Stor
Loa0 Ma6i"u" A&era$e Direction Case,Co"bo "" ""
Ratio
Stor"4
(!l22
8
0.5
0.4
1.02
Stor"3
(!l22
8
0.4
0.3
1.0'*
Stor"2
(!l22
8
0.2
0.2
1.0'''' 1.0**53
Stor"1
(!l22
8
0.1
0.1
-!se
(!l22
0
0
Stor"
(!l23
0
0
Stor"'
(!l23
0
0
AS&A-
(!l23
0
0
Stor"5
(!l23
0.'
0.4
1.5'**34
Stor"4
(!l23
0.5
0.3
1.5'*'
Stor"3
(!l23
0.4
0.2
1.5*2112
Stor"2
(!l23
0.2
0.1
1.'0535 1.50''1
Stor"1
(!l23
0.1
0.1
-!se
(!l23
0
0
Stor"
(!l24
0
0
Stor"'
(!l24
0
0
AS&A-
(!l24
0
0
Stor"5
(!l24
0.
0.'
Stor"4
(!l24
0.'
0.5
1.22''
Stor"3
(!l24
0.4
0.4
1.222'2
Stor"2
(!l24
0.3
0.2
1.21412'
Stor"1
(!l24
0.1
0.1
1.241504
-!se
(!l24
0
0
Stor"
(!l25
0
0
1.222432
Stor"'
(!l25
0
0
AS&A-
(!l25
0
0
Stor"5
(!l25
0.5
0.4
1.42053
Stor"4
(!l25
0.5
0.3
1.41*0'
Stor"3
(!l25
0.3
0.2
1.4244*1
Stor"2
(!l25
0.2
0.1
1.44'0
Stor"1
(!l25
0.1
0.1
1.5443**
-!se
(!l25
0
0
Stor"
(!l2'
0
0
Stor"'
(!l2'
0
0
AS&A-
(!l2'
0
0
Stor"5
(!l2'
0.*
0.'
1.3*313
Stor"4
(!l2'
0.
0.5
1.4033
Stor"3
(!l2'
0.5
0.4
1.42*5*2
Stor"2
(!l2'
0.3
0.2
1.4'''2 1.53*
Stor"1
(!l2'
0.1
0.1
-!se
(!l2'
0
0
Page 36 of 112
Analysis esults
3/14/2015
i$..( Stor Dis'lace"ent for C>MB1! ""
Page 37 of 112
Analysis esults
3/14/2015
3. ETABS Analsis an0 Desi$n 3.1 ra"e Analsis Results
i$.3.1.1 Mo"ent 0ia$ra" 4M((5 for C>MB(! +N."
Page 38 of 112
Analysis esults
3/14/2015
i$. 3.1.( Mo"ent 0ia$ra" 4M//5 for C>MB(! +N."
Page 39 of 112
Analysis esults
3/14/2015
i$. 3.1./ S%ear orce 0ia$ra" 4((5 for C>MB(! +N
Page 40 of 112
Analysis esults
3/14/2015
i$. 3.1. S%ear orce 0ia$ra" 4//5 for C>MB(! +N
Page 41 of 112
Analysis esults
3/14/2015
i$. 3.1.3 A6ial orce 0ia$ra" for C>MB(!+N
Page 42 of 112
Analysis esults
3/14/2015
i$. 3.1. Mo"ent 0ia$ra" 4M((5 for DC>N1/ ! +N."
Page 43 of 112
Analysis esults
3/14/2015
i$. 3.1. Mo"ent 0ia$ra" 4M//5 for DC>N1/ ! +N.
Page 44 of 112
Analysis esults
3/14/2015
i$. 3.1.F S%ear orce 0ia$ra" 4((5 for DC>N1/ ! +N."
Page 45 of 112
Analysis esults
3/14/2015
i$. 3.1. S%ear orce 0ia$ra" 4//5 for DC>N1/ ! +N."
Page 46 of 112
Analysis esults
3/14/2015
3.( ra"e Desi$n
i$. 3.( Lon$itu0inal Reinforce"ent 4ACI /1F!115 H ""
Page 47 of 112
Analysis esults
3/14/2015
3./ ETABS S%ear *all %e !n!l"sis !nd desi)n o !lls !lon) )rid line @5, @10 !nd elev!tor core !re #res ented +elo.
3./.1 S%ear *all Analsis an0 Desi$n *all alon$ $ri0 line G3
i$.3./.1 Pier */!A an0 S'an0rel S( for s%ear 8all alon$ Gri0 line 3
Page 48 of 112
Analysis esults
3/14/2015
i$. 3./.( Resultant M"a6 Dia$ra" 4D*Al(5 ! +N."," for */!A
Page 49 of 112
Analysis esults
3/14/2015
i$. 3././ Resultant "a6 Dia$ra" 4D*Al(5 ! +N," for */!A
Page 50 of 112
Analysis esults
3/14/2015
i$. 3./. Pier Lon$itu0inal Reinforce"ent 4ACI /1F!115 H "" ( for */!A
Page 51 of 112
Analysis esults
3/14/2015
i$. 3./.3 Pier S%ear Reinforce"ent 4ACI /1F!115 H "" ( for */!A
Page 52 of 112
Analysis esults
3/14/2015
i$. 3./. S'an0rel Lon$itu0inal Reinforce"ent 4ACI /1F!115 H "" ( for */!
Page 53 of 112
Analysis esults
3/14/2015
i$. 3./. S'an0rel S%ear Reinforce"ent 4ACI /1F!115 H "" ( for */!A
Page 54 of 112
Analysis esults
3/14/2015
S%ear *all Desi$n Detail Pier Desi$n Pier Details Stor ID
Pier ID
Centroi0 ; 4""5
Centroi0 < 4""5
Len$t% 4""5
T%ic+ness 4""5
LLR
Stor"1
(3A
1*30.3
415
400
150
0.5
Material Pro'erties Ec 4MPa5
fc 4MPa5
Lt.*t actor 4Unitless5
f 4MPa5
fs 4MPa5
34000
35
1
413.'*
413.'*
Desi$n Co0e Para"eters JT
JC
J&
J& 4Seis"ic5
IPMA;
IPMIN
PMA;
0.*
0.'5
0.5
0.'
0.04
0.0025
0.
Pier Le$ Location7 Len$t% an0 T%ic+ness Station Location
ID
Left ;1 ""
Left <1 ""
Ri$%t ;( ""
Ri$%t <( ""
Len$t% ""
T%ic+ness ""
o#
&e) 1
1'150
415
15*50
415
200
150
o#
&e) 2
2150
415
1150
415
4'00
150
-otto$
&e) 1
1'150
415
15*50
415
200
150
-otto$
&e) 2
2150
415
1150
415
4'00
150
le6ural Desi$n for P u7 Mu( an0 M u/ Station Location
Reuire0 Rebar Area 4""K5
Reuire0 Reinf Ratio
Current Reinf Ratio
le6ural Co"bo
o#
100
0.0025
0.001
(!l2'
-otto$
100
0.0025
0.001
(!l2'
Pu +N
Mu( +N!"
Mu/ +N!"
Pier A$ ""K
**.551
1.143
20.5*
20000
1125.'535
2.501
55.4
20000
S%ear Desi$n Station Location
ID
Rebar ""K,"
S%ear Co"bo
Pu +N
Mu +N!"
u +N
Jc +N
Jn +N
o#
&e) 1
35
(!l14
2'.54
4.
*.4*54
12.214
30.30
o#
&e) 2
35
(!l11
105.51
14.2'*4
*.2*25
'10.11*
103.2*
-otto$
&e) 1
35
(!l11
10'.532
2.3312
2.2352
10.3'13
2.*3
-otto$
&e) 2
35
(!l12
2305.1514
433.4'1
13.2*0'
'10.11*
103.2*
Boun0ar Ele"ent C%ec+ Station Location
ID
E0$e Go&ernin$ Len$t% 4""5 Co"bo
Pu +N
Mu +N!"
Stress Co"' Stress Li"it MPa MPa
C De't% ""
C Li"it ""
o#J&et
&e) 1
0
(!l11
10.02
0.142
0.4
ot ReDuired ot ReDuired
o#JRi)%t
&e) 1
0
(!l11
2.3351
3.5
4.
ot ReDuired ot ReDuired
3.2
ot ReDuired ot ReDuired
0
0
o#J&et
&e) 2
0
(!l14
o#JRi)%t
&e) 2
0
(!l14
201.42' 34.44 0
0
ot eeded
ot eeded
ot eeded
ot eeded
-otto$J&et
&e) 1
0
Co$+1
0
0
0
0
-ottto$JRi)%t
&e) 1
0
Co$+1
10'.532
2.3312
5.
ot ReDuired ot ReDuired
-otto$J&et
&e) 2
0
(!l14
2322.2
3**.1122
4.12
ot ReDuired ot ReDuired
-ottto$JRi)%t
&e) 2
0
(!l14
22''.0'
'*.3501
3.42
ot ReDuired ot ReDuired
Page 55 of 112
Analysis esults
3/14/2015
S'an0rel Desi$n S'an0rel Details Stor ID
S'an0rel ID
Centroi0 ; 4""5
Centroi0 < 4""5
De't% 4""5
*i0t% 4""5
LLR
Stor"1
S2
1150
415
1200
150
1
Material Pro'erties Ec 4MPa5
fc 4MPa5
Lt.*t actor 4Unitless5
f 4MPa5
fs 4MPa5
34000
35
1
413.'*
413.'*
Desi$n Co0e Para"eters JT
JC
J
J 4Seis"ic5
0.*
0.'5
0.5
0.'
S'an0rel le6ural Desi$nTo' Reinforce"ent Station Location
Reinf Area ""K
Reinf Percenta$e
Reinf Co"bo
Mo"ent7 Mu +N!"
&et
1'3
0.0*
(!l14
4.*'
Ri)%t
33
0.02
(!l21
10.03*3
S'an0rel le6ural Desi$nBotto" Reinforce"ent Station Location
Reinf Area ""K
Reinf Percenta$e
Reinf Co"bo
Mo"ent7 Mu +N!"
&et
*4
0.05
(!l21
2.221
Ri)%t
5
0.03
(!l14
1.41
S'an0rel S%ear Desi$n Station Location
A&ert ""K,"
A%ori: ""K,"
S%earCo"bo
u +N
ϕc +N
ϕs +N
ϕn +N
&et
35
225
(!l14
.*1
*.*3*
100.52'
1*.320'
Ri)%t
35
225
(!l14
4*.00'
*.*3*
100.52'
1*.320'
S'an0rel S%ear Desi$nDia$onal Reinforce"ent Station Location
A0ia$ ""K
S%ear Co"bo
u +N
uLi"it +N
L,# Ratio
Seis"ic Desi$n
Dia$ Reinf Man0ator
&et
22
(!l14
.*1
31.3234
0.33
es
o
Ri)%t
143
(!l14
4*.00'
31.3234
0.33
es
o
Page 56 of 112
Analysis esults
3/14/2015
Ele&ator core
i$. 3./.F Pier *1 an0 S'an0rel S for Ele&ator Core
Page 57 of 112
Analysis esults
3/14/2015
i$. 3./. Resultant M"a6 Dia$ra" 4D*Al(5 ! +N."," for Ele&ator Core
Page 58 of 112
Analysis esults
3/14/2015
i$. 3./.12 Resultant "a6 Dia$ra" 4D*Al(5 ! +N," for Ele&ator Core
Page 59 of 112
Analysis esults
3/14/2015
i$. 3./.11 Pier Lon$itu0inal Reinforce"ent 4ACI /1F!115 H "" ( for Ele&ator Core
Page 60 of 112
Analysis esults
3/14/2015
i$. 3./.1( Pier S%ear Reinforce"ent 4ACI /1F!115 H "" ( for Ele&ator C
Page 61 of 112
Analysis esults
3/14/2015
i$. 3./.1/ S'an0rel Lon$itu0inal Reinforce"ent 4ACI /1F!115 H "" ( for Ele&ator Core
Page 62 of 112
Analysis esults
3/14/2015
i$. 3./.1 S'an0rel S%ear Reinforce"ent 4ACI /1F!115 H "" ( for Ele&ator Core
Page 63 of 112
Analysis esults S%ear *all Desi$n Detail
3/14/2015
Pier Desi$n Pier Details Stor ID
Pier ID
Centroi0 ; 4""5
Centroi0 < 4""5
Len$t% 4""5
T%ic+ness 4""5
LLR
Stor"1
(1
4.*E02
251.4
111*.
2*.4
0.4'
Material Pro'erties Ec 4MPa5
fc 4MPa5
Lt.*t actor 4Unitless5
f 4MPa5
fs 4MPa5
34000
35
1
413.'*
413.'*
Desi$n Co0e Para"eters JT
JC
J&
J& 4Seis"ic5
IPMA;
IPMIN
PMA;
0.*
0.'5
0.5
0.'
0.04
0.0025
0.
Pier Le$ Location7 Len$t% an0 T%ic+ness Station Location
ID
Left ;1 ""
Left <1 ""
Ri$%t ;( ""
Ri$%t <( ""
Len$t% ""
T%ic+ness ""
o#
&e) 1
224*.*
1000
154*.*
1000
00
200
o#
&e) 2
224*.*
1000
224*.*
3400
2400
300
o#
&e) 3
50*.*
1000
510.1
1000
1020
200
o#
&e) 4
1550.1
1000
2250
1000
'**.*
200
o#
&e) 5
2250
1000
2250
3400
2400
300
o#
&e) '
224*.*
3400
2250
3400
44**.*
300
-otto$
&e) 1
224*.*
1000
154*.*
1000
00
200
-otto$
&e) 2
224*.*
1000
224*.*
3400
2400
300
-otto$
&e) 3
50*.*
1000
510.1
1000
1020
200
-otto$
&e) 4
1550.1
1000
2250
1000
'**.*
200
-otto$
&e) 5
2250
1000
2250
3400
2400
300
-otto$
&e) '
224*.*
3400
2250
3400
44**.*
300
le6ural Desi$n for P u7 Mu( an0 M u/ Station Location
Reuire0 Rebar Area 4""K5
Reuire0 Reinf Ratio
Current Reinf Ratio
le6ural Co"bo
Pu +N
Mu( +N!"
Mu/ +N!"
Pier A$ ""K
o#
110
0.0025
0.00'4
(!l2'
-otto$
110
0.0025
0.00'4
(!l2'
2*4.'024
2''.*35
122.2053
3243*45
32.513
11'.*55
12.30*
3243*45
S%ear Desi$n Station Location
ID
Rebar ""K,"
S%ear Co"bo
Pu +N
Mu +N!"
u +N
Jc +N
Jn +N
o#
&e) 1
500
(!l21
1.2021
.1'1
'.2*'4
.052
1'4.*2
o#
&e) 2
50
(!l1
103.03*1
120.'*0'
101.*5
'1.2'3
130.0525
o#
&e) 3
500
(!l11
20'.24**
.*3'4
10.23
120.2555
24'.44'
o#
&e) 4
500
(!l13
20.5'
5.1404
'.1*15
2.5151
1'*.3'
o#
&e) 5
50
(!l15
1013.5122
111.55*4
*.*21
52.333
12**.1235
o#
&e) '
50
(!l11
2001.104*
222.425'
32.*15
1'13.21'*
2450.*13
-otto$
&e) 1
500
(!l14
2.3'
33.3''
33.411
11.4*3
204.242
-otto$
&e) 2
50
(!l1
114.11'
220.41
110.0032
.*2*
1324.141
-otto$
&e) 3
500
(!l13
404.04
43.*4
35.43
120.2555
24'.44'
-otto$
&e) 4
500
(!l13
21.00''
34.'531
34.45
11.1223
203.*33
-otto$
&e) 5
50
(!l15
112.*15
212.23*
10'.1515
'*.50'
131'.2*3
-otto$
&e) '
50
(!l11
2154.'12
*2.*
32.*15
1'3'.243*
243.*453
Boun0ar Ele"ent C%ec+
Page 64 of 112
Analysis esults Station Location
3/14/2015 ID
E0$e Go&ernin$ Len$t% 4""5 Co"bo
Pu +N
Mu +N!"
Stress Co"' Stress Li"it MPa MPa
C De't% ""
C Li"it ""
o#J&et
&e) 1
0
(!l1
22'.314
13.24*
2.43
ot ReDuired ot ReDuired
o#JRi)%t
&e) 1
0
(!l1
5.5*0'
0.1*4
0.42
ot ReDuired ot ReDuired
o#J&et
&e) 2
0
(!l1'
120.542* 13.*252
1.1
ot ReDuired ot ReDuired
o#JRi)%t
&e) 2
0
(!l1'
13*4.*21
42.'*5
2.0*
ot ReDuired ot ReDuired
o#J&et
&e) 3
0
(!l1
23'.351
0.05
1.1'
ot ReDuired ot ReDuired
o#JRi)%t
&e) 3
0
(!l1
205.3'13
.53
1.22
ot ReDuired ot ReDuired
o#J&et
&e) 4
0
(!l25
5.'2*5
0.310*
0.44
ot ReDuired ot ReDuired
o#JRi)%t
&e) 4
0
(!l25
220.03''
12.23*2
2.32
ot ReDuired ot ReDuired
o#J&et
&e) 5
0
(!l1'
1253.514
2.4*55
1.5
ot ReDuired ot ReDuired
o#JRi)%t
&e) 5
0
(!l1'
1344.'23
3*.25*5
2
ot ReDuired ot ReDuired
o#J&et
&e) '
0
(!l1
2220.31* 0.4'
1.1
ot ReDuired ot ReDuired
o#JRi)%t
&e) '
0
(!l1
2005.''1 122.4*2
1.'1
ot ReDuired ot ReDuired
-otto$J&et
&e) 1
0
(!l1
335.'1'
5.'34
2.5
ot ReDuired ot ReDuired
-ottto$JRi)%t
&e) 1
0
(!l1
25'.*04
1.'0
2.*
ot ReDuired ot ReDuired
-otto$J&et
&e) 2
0
(!l12
1551.0' .*5'
2.43
ot ReDuired ot ReDuired
-ottto$JRi)%t
&e) 2
0
(!l12
1212.043 1.4**2
2.34
ot ReDuired ot ReDuired
-otto$J&et
&e) 3
0
(!l12
3.14
ot ReDuired ot ReDuired
402.34
40.523*
-ottto$JRi)%t
&e) 3
0
(!l12
45.0
2.234
2.4
ot ReDuired ot ReDuired
-otto$J&et
&e) 4
0
(!l14
244.'13'
1.3'*
2.1
ot ReDuired ot ReDuired
-ottto$JRi)%t
&e) 4
0
(!l14
325.54
.35
2.
ot ReDuired ot ReDuired
-otto$J&et
&e) 5
0
(!l11
1505.'
4.5'
2.35
ot ReDuired ot ReDuired
-ottto$JRi)%t
&e) 5
0
(!l11
1155.1552 1*4.3*4
2.2
ot ReDuired ot ReDuired
-otto$J&et
&e) '
0
(!l15
23'*.'** '*.552
1.2
ot ReDuired ot ReDuired
-ottto$JRi)%t
&e) '
0
(!l15
233.312
1.
ot ReDuired ot ReDuired
20.2*4'
Page 65 of 112
Analysis esults
3/14/2015
S'an0rel Desi$n S'an0rel Details Stor ID
S'an0rel ID
Centroi0 ; 4""5
Centroi0 < 4""5
De't% 4""5
*i0t% 4""5
LLR
Stor"1
S'
154*.*
1000
1200
200
1
Material Pro'erties Ec 4MPa5
fc 4MPa5
Lt.*t actor 4Unitless5
f 4MPa5
fs 4MPa5
34000
35
1
413.'*
413.'*
Desi$n Co0e Para"eters JT
JC
J
J 4Seis"ic5
0.*
0.'5
0.5
0.'
S'an0rel le6ural Desi$nTo' Reinforce"ent Station Location
Reinf Area ""K
Reinf Percenta$e
Reinf Co"bo
Mo"ent7 Mu +N!"
&et
15
0.0
(!l14
52.'*4
Ri)%t
10
0.0
(!l13
54.14'
S'an0rel le6ural Desi$nBotto" Reinforce"ent Station Location
Reinf Area ""K
Reinf Percenta$e
Reinf Co"bo
Mo"ent7 Mu +N!"
&et
**
0.04
(!l21
2*.0'
Ri)%t
*5
0.04
(!l22
2.4''5
S'an0rel S%ear Desi$n Station Location
A&ert ""K,"
A%ori: ""K,"
u +N
S%earCo"bo
ϕc +N
ϕs +N
ϕn +N
&et
500
300
(!l14
.322
130.4'3
134.035'
2'4.1
Ri)%t
500
300
(!l13
.25
130.533
134.035'
2'4.
S'an0rel S%ear Desi$nDia$onal Reinforce"ent Station Location
A0ia$ ""K
S%ear Co"bo
u +N
uLi"it +N
L,# Ratio
Seis"ic Desi$n
Dia$ Reinf Man0ator
&et
'04
(!l14
.322
424.4312
2.53
es
o
Ri)%t
5*4
(!l13
.25
424.4312
2.53
es
o
Page 66 of 112
Analysis esults
3/14/2015
*all alon$ $ri0 line G12
i$.13 Pier an0 S'an0rel label for s%ear 8all alon$ Gri0 line 12
Page 67 of 112
Analysis esults
3/14/2015
i$.1 Resultant M"a6 Dia$ra" 4D*Al(5 ! +N."," for s%ear 8all alon$ G!12
Page 68 of 112
Analysis esults
3/14/2015
i$.1 Resultant "a6 Dia$ra" 4D*Al(5 ! +N," for s%ear 8all alon$ G!12
Page 69 of 112
Analysis esults
3/14/2015
i$.1F Pier Lon$itu0inal Reinforce"ent 4ACI /1F!115 H "" ( for s%ear 8all alon$ G!12
Page 70 of 112
Analysis esults
3/14/2015
i$.1 Pier S%ear Reinforce"ent 4ACI /1F!115 H "" ( for s%ear 8all alon$ G!12
Page 71 of 112
Analysis esults
3/14/2015
i$.(2S'an0rel Lon$itu0inal Reinforce"ent 4ACI /1F!115 H "" ( for s%ear 8all alon$ G!12
Page 72 of 112
Analysis esults
3/14/2015
i$.(1 S'an0rel S%ear Reinforce"ent 4ACI /1F!115 H "" ( for s%ear 8all alon$ G!12
Page 73 of 112
Analysis esults
3/14/2015
S%ear *all Analsis Detail
Table Pier orces Detail ! for *((
TABLE: Pier Forces -W22 Story
Pier
Load Case/ Combo
Location
P
V2
V3
T
M2
M3
kN
kN
kN
kN-m
kN-m
kN-m
Story1
W22
Comb2
Top
-1289.36
2.12
0.95
1.17
-0.06
127.83
Story1
W22
Comb2
Bottom
-1635.41
103.15
-0.59
1.65
-0.75
40.67
Story1
W22
DWal11
Top
-1110.50
34.66
1.80
0.86
-1.91
104.76
Story1
W22
DWal11
Bottom
-1484.56
192.69
0.26
1.55
0.20
221.02
Story2
W22
Comb2
Top
-1069.05
14.77
0.81
1.38
0.78
57.42
Story2
W22
Comb2
Bottom
-1395.39
152.60
-1.41
3.20
-2.18
97.27
Story2
W22
DWal11
Top
-917.39
51.61
2.64
1.25
-2.51
-10.09
Story2
W22
DWal11
Bottom
-1272.23
243.09
0.55
3.07
1.05
237.14
Story3
W22
Comb2
Top
-789.67
32.77
2.45
0.61
-0.86
5.13
Story3
W22
Comb2
Bottom
-1101.67
186.09
-0.72
3.46
-1.27
167.58
Story3
W22
DWal11
Top
-658.09
67.75
4.36
0.55
-4.16
-61.93
Story3
W22
DWal11
Bottom
-1001.28
271.93
1.35
3.36
2.31
293.70
Story4
W22
Comb2
Top
-493.77
34.89
2.97
-0.22
-0.99
-22.94
Story4
W22
Comb2
Bottom
-766.93
190.28
-0.22
2.88
-0.10
210.53
Story4
W22
DWal11
Top
-388.85
63.44
5.45
-0.73
-4.56
-85.42
Story4
W22
DWal11
Bottom
-690.64
262.10
1.86
2.96
3.40
308.02
Story5
W22
Comb2
Top
-140.66
64.54
4.83
-2.60
-1.43
-127.13
Story5
W22
Comb2
Bottom
-368.29
204.46
-0.22
2.76
-0.22
221.26
Story5
W22
DWal11
Top
-81.86
90.51
7.96
-3.39
-5.30
-186.15
Story5
W22
DWal11
Bottom
-336.07
264.71
2.05
3.14
3.58
290.69
Page 74 of 112
Analysis esults
3/14/2015
Table Pier orces Detail ! for *(/
TABLE: Pier Forces -W23 Story
Pier
Load Case/ Combo
Location
P
V2
V3
T
M2
M3
kN
kN
kN
kN-m
kN-m
kN-m
Story1
W23
Comb2
Top
-316.43
-25.67
2.04
1.63
-0.14
10.83
Story1
W23
Comb2
Bottom
-528.05
-23.06
-0.03
-0.62
-0.12
-24.83
Story1
W23
DWal11
Top
-276.28
-9.43
1.75
1.37
-0.20
9.59
Story1
W23
DWal11
Bottom
-456.05
8.36
0.11
-0.51
0.02
12.62
Story2
W23
Comb2
Top
-251.33
15.23
2.41
0.24
-0.96
-5.05
Story2
W23
Comb2
Bottom
-542.45
1.59
-1.03
-0.13
-1.39
-4.06
Story2
W23
DWal11
Top
-225.05
23.05
2.16
0.17
-1.00
-11.15
Story2
W23
DWal11
Bottom
-477.48
38.86
-0.67
-0.08
-0.88
40.06
Story3
W23
Comb2
Top
-194.71
7.00
3.98
0.89
-1.32
-3.01
Story3
W23
Comb2
Bottom
-383.31
30.94
-0.35
-0.36
-0.54
35.06
Story3
W23
DWal11
Top
-176.30
16.31
3.49
0.75
-1.30
-9.19
Story3
W23
DWal11
Bottom
-338.12
68.84
-0.09
-0.29
-0.16
80.50
Story4
W23
Comb2
Top
-137.84
7.93
8.53
1.33
-2.17
-2.48
Story4
W23
Comb2
Bottom
-241.12
36.66
-0.06
-0.28
-0.05
42.18
Story4
W23
DWal11
Top
-125.38
14.34
7.47
1.15
-2.06
-6.75
Story4
W23
DWal11
Bottom
-212.22
68.05
0.15
-0.22
0.25
79.93
Story5
W23
Comb2
Top
-104.28
26.38
5.95
2.15
0.24
-4.58
Story5
W23
Comb2
Bottom
-91.65
46.44
0.39
-0.61
0.46
50.94
Story5
W23
DWal11
Top
-100.77
37.54
5.37
1.80
0.17
-9.67
Story5
W23
DWal11
Bottom
-80.82
71.92
0.43
-0.49
0.58
79.70
Page 75 of 112
Analysis esults
3/14/2015
Table Pier orces Detail ! for *(
TABLE: Pier Forces -W2 Story
Pier
Load Case/ Combo
Location
P
V2
V3
T
M2
M3
kN
kN
kN
kN-m
kN-m
kN-m
Story1
W24
Comb2
Top
-73.56
-50.71
-1.65
3.65
-1.67
6.61
Story1
W24
Comb2
Bottom
-644.16
-44.32
3.91
-2.32
3.78
-36.87
Story1
W24
DWal11
Top
-82.60
-47.24
-1.43
3.25
-1.56
7.11
Story1
W24
DWal11
Bottom
-536.06
-1.94
3.61
-2.05
3.48
21.59
Story2
W24
Comb2
Top
-1288.15
184.89
0.82
5.76
-12.64
-78.76
Story2
W24
Comb2
Bottom
-1751.11
406.56
20.12
-9.98
35.49
949.93
Story2
W24
DWal11
Top
-1132.07
187.09
0.83
5.13
-11.57
-100.30
Story2
W24
DWal11
Bottom
-1547.56
483.67
18.30
-8.91
32.25
983.21
Story3
W24
Comb2
Top
-909.98
-1.48
-2.37
6.13
-9.79
-3.88
Story3
W24
Comb2
Bottom
-1227.60
48.69
13.29
-8.20
20.12
41.55
Story3
W24
DWal11
Top
-793.93
28.19
-2.12
5.48
-8.89
-40.16
Story3
W24
DWal11
Bottom
-1074.95
172.35
12.09
-7.32
18.32
195.70
Story4
W24
Comb2
Top
-564.50
-4.57
-4.35
6.82
-9.39
-7.13
Story4
W24
Comb2
Bottom
-797.46
56.70
14.04
-7.95
22.12
60.37
Story4
W24
DWal11
Top
-493.02
19.70
-3.83
6.10
-8.65
-40.67
Story4
W24
DWal11
Bottom
-699.08
158.34
12.77
-7.11
20.10
181.61
Story5
W24
Comb2
Top
-246.31
35.41
-0.34
8.89
-20.71
-49.00
Story5
W24
Comb2
Bottom
-395.61
86.71
19.46
-10.26
27.35
80.33
Story5
W24
DWal11
Top
-221.03
59.50
-0.78
7.91
-17.80
-80.06
Story5
W24
DWal11
Bottom
-351.18
163.20
17.16
-9.14
24.32
161.44
Page 76 of 112
Analysis esults
3/14/2015
Table Pier orces Detail ! for *(3
TABLE: Pier Forces - W2! Story
Pier
Load Case/ Combo
Location
P
V2
V3
T
M2
M3
kN
kN
kN
kN-m
kN-m
kN-m
Story2
W25
Comb2
Top
-271.58
14.74
9.70
-0.33
-18.50
4.24
Story2
W25
Comb2
Bottom
-406.23
-122.29
14.79
0.14
23.45
-178.03
Story2
W25
DWal11
Top
-225.15
25.03
8.76
-0.27
-16.75
-5.59
Story2
W25
DWal11
Bottom
-329.02
-47.24
13.46
0.08
21.35
-84.54
Story3
W25
Comb2
Top
-282.66
-3.95
9.11
-1.56
-18.20
0.48
Story3
W25
Comb2
Bottom
-512.59
4.00
15.69
0.75
24.56
4.82
Story3
W25
DWal11
Top
-243.28
8.28
8.21
-1.36
-16.44
-7.96
Story3
W25
DWal11
Bottom
-442.45
60.13
14.21
0.63
22.23
71.92
Story4
W25
Comb2
Top
-193.13
-2.24
9.41
-1.91
-18.00
-0.07
Story4
W25
Comb2
Bottom
-345.78
1.46
15.61
0.69
24.68
1.31
Story4
W25
DWal11
Top
-169.35
5.12
8.48
-1.67
-16.28
-5.93
Story4
W25
DWal11
Bottom
-305.97
47.92
14.15
0.58
22.36
56.84
Story5
W25
Comb2
Top
-112.98
-12.34
14.11
-3.98
-24.21
2.37
Story5
W25
Comb2
Bottom
-179.12
-1.64
18.74
1.34
27.51
-1.59
Story5
W25
DWal11
Top
-98.30
-4.02
12.60
-3.48
-21.58
-4.29
Story5
W25
DWal11
Bottom
-163.35
37.96
16.73
1.16
24.66
42.47
Page 77 of 112
Analysis esults
3/14/2015
Table Pier orces Detail ! for *(
TABLE: Pier Forces -W2" Story
Pier
Load Case/ Combo
Location
P
V2
V3
T
M2
M3
kN
kN
kN
kN-m
kN-m
kN-m
Story1
W26
Comb2
Top
29.08
115.42
-18.81
-8.44
4.79
-43.13
Story1
W26
Comb2
Bottom
-666.82
14.94
4.63
3.68
5.04
7.55
Story1
W26
DWal11
Top
30.07
81.26
-16.29
-7.40
3.87
-29.08
Story1
W26
DWal11
Bottom
-570.84
57.43
4.37
3.25
4.73
68.97
Story2
W26
Comb2
Top
-366.31
-29.05
1.59
-0.79
-5.37
4.12
Story2
W26
Comb2
Bottom
-935.21
11.77
5.47
1.46
7.70
18.78
Story2
W26
DWal11
Top
-313.16
-26.42
1.48
-0.61
-5.04
4.70
Story2
W26
DWal11
Bottom
-787.71
50.28
5.23
1.25
7.43
62.51
Story3
W26
Comb2
Top
-201.69
13.45
-0.45
-1.52
-5.42
-9.83
Story3
W26
Comb2
Bottom
-477.10
-20.10
6.91
1.35
10.42
-27.24
Story3
W26
DWal11
Top
-178.71
13.89
-0.33
-1.25
-5.06
-8.41
Story3
W26
DWal11
Bottom
-407.75
29.88
6.48
1.16
9.76
32.88
Story4
W26
Comb2
Top
-129.08
18.46
-7.60
-3.22
-3.98
-10.87
Story4
W26
Comb2
Bottom
-303.83
-17.38
6.82
1.30
10.39
-21.62
Story4
W26
DWal11
Top
-116.73
16.36
-6.64
-2.75
-3.81
-7.45
Story4
W26
DWal11
Bottom
-264.89
25.02
6.40
1.12
9.74
29.19
Story5
W26
Comb2
Top
-22.03
-6.91
-9.77
-6.86
-5.93
24.29
Story5
W26
Comb2
Bottom
-164.62
-34.31
10.22
2.98
13.61
-49.58
Story5
W26
DWal11
Top
-46.45
8.68
-8.79
-6.06
-5.33
-1.77
Story5
W26
DWal11
Bottom
-141.63
6.70
9.27
2.61
12.43
7.27
Page 78 of 112
Analysis esults
3/14/2015
Table Pier orces Detail ! for *(
TABLE: Pier Forces -W2# Story
Pier
Load Case/ Combo
Location
P
V2
V3
T
M2
M3
kN
kN
kN
kN-m
kN-m
kN-m
Story1
W27
Comb2
Top
-325.28
53.67
3.43
-2.60
-0.59
-19.14
Story1
W27
Comb2
Bottom
-551.31
34.40
-0.72
1.00
-0.78
36.80
Story1
W27
DWal11
Top
-277.41
50.54
2.63
-2.08
-0.50
-15.06
Story1
W27
DWal11
Bottom
-458.38
52.01
-0.29
0.80
-0.33
59.52
Story2
W27
Comb2
Top
-258.30
16.94
1.28
-2.02
0.22
-9.44
Story2
W27
Comb2
Bottom
-581.97
8.47
-1.07
1.18
-1.78
15.57
Story2
W27
DWal11
Top
-222.26
13.78
1.21
-1.71
-0.14
-10.09
Story2
W27
DWal11
Bottom
-488.29
39.02
-0.38
0.95
-0.78
50.70
Story3
W27
Comb2
Top
-200.48
6.35
3.76
-2.14
-0.62
-1.44
Story3
W27
Comb2
Bottom
-437.78
-24.49
-0.80
1.26
-1.12
-27.00
Story3
W27
DWal11
Top
-174.42
7.56
3.50
-1.85
-0.94
-4.55
Story3
W27
DWal11
Bottom
-369.46
13.14
-0.09
1.02
-0.12
17.54
Story4
W27
Comb2
Top
-130.99
2.94
8.73
-2.80
-1.35
-0.31
Story4
W27
Comb2
Bottom
-267.81
-38.61
-0.93
1.24
-1.29
-44.68
Story4
W27
DWal11
Top
-116.74
5.36
8.13
-2.46
-1.65
-3.27
Story4
W27
DWal11
Bottom
-228.35
-2.80
-0.22
1.02
-0.27
-2.23
Story5
W27
Comb2
Top
-85.20
-13.79
7.98
-4.08
0.93
3.66
Story5
W27
Comb2
Bottom
-102.38
-57.36
-0.81
1.52
-1.21
-62.53
Story5
W27
DWal11
Top
-82.44
-5.82
7.22
-3.55
0.57
-1.25
Story5
W27
DWal11
Bottom
-91.01
-20.06
-0.33
1.30
-0.44
-21.18
Table Pier orces Detail ! for *(F
TABLE: Pier Forces -W2$
Page 79 of 112
Analysis esults Story
Pier
3/14/2015 Load Case/ Combo
Location
P
V2
V3
T
M2
M3
kN
kN
kN
kN-m
kN-m
kN-m
Story1
W28
Comb2
Top
-356.56
29.06
-4.12
-1.70
5.80
-27.29
Story1
W28
Comb2
Bottom
-570.26
-32.24
-2.46
0.37
-2.84
-33.08
Story1
W28
DWal11
Top
-301.96
16.30
-2.62
-1.15
3.82
-18.56
Story1
W28
DWal11
Bottom
-453.60
-9.88
-1.62
0.25
-1.87
-5.53
Story2
W28
Comb2
Top
-290.18
17.59
-5.46
-1.09
8.78
-19.29
Story2
W28
Comb2
Bottom
-463.91
-27.91
-5.61
0.32
-9.08
-22.54
Story2
W28
DWal11
Top
-251.80
10.83
-3.69
-0.81
6.02
-16.54
Story2
W28
DWal11
Bottom
-376.50
-5.20
-3.77
0.24
-6.11
3.10
Story3
W28
Comb2
Top
-202.27
11.52
-6.51
-1.37
9.76
-8.47
Story3
W28
Comb2
Bottom
-383.66
-45.39
-6.34
0.31
-10.31
-47.59
Story3
W28
DWal11
Top
-184.21
8.90
-4.52
-1.02
6.85
-9.35
Story3
W28
DWal11
Bottom
-316.77
-19.25
-4.36
0.24
-7.10
-16.65
Story4
W28
Comb2
Top
-103.98
7.43
-7.77
-1.88
10.47
-1.12
Story4
W28
Comb2
Bottom
-262.31
-50.87
-6.83
0.31
-11.17
-57.78
Story4
W28
DWal11
Top
-102.09
6.52
-5.59
-1.42
7.59
-3.02
Story4
W28
DWal11
Bottom
-220.79
-26.66
-4.84
0.25
-7.92
-28.65
Story5
W28
Comb2
Top
39.52
-35.46
-12.11
-3.33
11.44
19.35
Story5
W28
Comb2
Bottom
-123.97
-63.30
-7.70
0.36
-12.17
-70.73
Story5
W28
DWal11
Top
8.44
-20.09
-9.30
-2.63
8.98
11.54
Story5
W28
DWal11
Bottom
-109.45
-37.11
-5.89
0.31
-9.18
-41.02
S'an0rel Analsis Detail
Table S'an0rel orces Detail ! for S1
Page 80 of 112
Analysis esults
3/14/2015
TABLE: S%andre& Forces - S' Story
S%andre&
Load Case/Combo
Location
P
V2
V3
T
M2
M3
kN
kN
kN
kN-m
kN-m
kN-m
Story2
S1
Comb2
L!t
-31.45
-206.11
-1.65
1.67
2.05
-57.23
Story2
S1
Comb2
"#$%t
-289.43
213.14
14.23
-5.64
0.72
-105.04
Story2
S1
DWal13
L!t
-44.61
-71.85
-1.46
1.42
1.87
-11.26
Story2
S1
DWal13
"#$%t
-301.50
315.36
12.79
-5.08
0.64
-141.85
Story3
S1
Comb2
L!t
-70.92
-26.73
-1.28
2.49
2.24
-4.37
Story3
S1
Comb2
"#$%t
-91.06
119.26
11.93
-3.57
1.81
-41.65
Story3
S1
DWal13
L!t
-79.01
79.65
-1.15
2.15
2.04
33.16
Story3
S1
DWal13
"#$%t
-124.72
217.22
10.72
-3.24
1.61
-80.06
Story4
S1
Comb2
L!t
-30.22
-26.93
-1.17
2.30
2.25
-3.50
Story4
S1
Comb2
"#$%t
-60.39
109.17
12.14
-3.65
1.62
-36.07
Story4
S1
DWal13
L!t
-41.34
61.91
-1.04
1.99
2.05
28.20
Story4
S1
DWal13
"#$%t
-89.54
185.18
10.90
-3.30
1.45
-65.83
Story5
S1
Comb2
L!t
-2.03
-34.72
-6.71
3.46
-0.39
-5.88
Story5
S1
Comb2
"#$%t
-25.83
90.73
12.65
-4.07
2.58
-25.75
Story5
S1
DWal13
L!t
-7.12
24.23
-5.96
3.06
-0.33
14.15
Story5
S1
DWal13
"#$%t
-44.40
132.46
11.30
-3.66
2.23
-42.30
Table S'an0rel orces Detail ! for S/
TABLE: S%andre& Forces - S3
Page 81 of 112
Analysis esults Story
S%andre&
3/14/2015 Load Case/Combo
Location
P
V2
V3
T
M2
M3
kN
kN
kN 1.58
kN-m
kN-m
kN-m
0.29
-1.97
-7.51
0.52 0.97
0.82
-1.41
-48.18
0.14
-1.38
22.39
0.40 1.25
0.47
-1.15
-102.40
-0.66
-2.36
-25.70
1.27
-1.35
-97.73
-0.36
-1.72
10.22
0.86
-1.10
-159.78
-1.04
-2.42
-59.20
1.15
-1.30
-122.17
-0.64
-1.77
-18.79
0.72
-1.06
-178.22
-1.30
-2.50
-77.27
1.24
-0.87
-132.20
-0.87
-1.88
-37.85
0.79
-0.76
-175.51
-0.89
-2.77
-68.47
1.21
-0.92
-103.92
-0.57
-2.27
-37.91
1.08
-0.78
-133.73
Story1
S3
Comb2
L!t
-69.50
-47.67
Story1
S3
Comb2
"#$%t
-90.60
106.42
Story1
S3
DWal13
L!t
-45.65
8.33
Story1
S3
DWal13
"#$%t
-118.66
192.90
Story2
S3
Comb2
L!t
-63.23
-66.79
Story2
S3
Comb2
"#$%t
-142.11
181.53
Story2
S3
DWal13
L!t
-39.45
-1.29
Story2
S3
DWal13
"#$%t
-173.60
283.36
Story3
S3
Comb2
L!t
-39.32
-135.86
Story3
S3
Comb2
"#$%t
-123.82
230.12
Story3
S3
DWal13
L!t
-20.58
-60.91
Story3
S3
DWal13
"#$%t
-151.25
322.78
Story4
S3
Comb2
L!t
-22.30
-171.01
Story4
S3
Comb2
"#$%t
-98.79
247.28
Story4
S3
DWal13
L!t
-8.43
-97.32
Story4
S3
DWal13
"#$%t
-120.57
318.98
Story5
S3
Comb2
L!t
-6.49
-144.54
Story5
S3
Comb2
"#$%t
-64.27
182.35
Story5
S3
DWal13
L!t
2.46
-89.91
Story5
S3
DWal13
"#$%t
-79.06
230.07
Location
P
V2
V3
T
M2
M3
kN
kN
kN
kN-m
kN-m
kN-m
4.99 2.15
3.54
2.99
-125.18
-8.62
0.79
-96.98
3.10
2.62
-97.45
-7.61
0.73
-73.50
1.02 0.85 0.89 1.23 0.72 0.85 0.64 1.25 0.38 0.91 0.42 1.04 0.17 0.84 0.16
Table S'an0rel orces Detail ! for S
TABLE: S%andre& Forces ( S Story
S%andre&
Load Case/Combo
Story1
S4
Comb2
L!t
-121.15
-240.35
Story1
S4
Comb2
"#$%t
-35.21
42.54
Story1
S4
DWal13
L!t
-93.41
-189.83
Story1
S4
DWal13
"#$%t
-40.93
20.11
Page 82 of 112
4.39 1.96
Analysis esults S%ear *all Desi$n Detail
3/14/2015
Table Pier Desi$n Detail 4ACI /1F!115 ! for *((
TABLE: S)ear Wa&& Pier*W22+ S,mmary - AC 3'$-''
Stor y
Stor y1 Stor y1 Stor y2 Stor y2 Stor y3 Stor y3 Stor y4 Stor y4 Stor y5 Stor y5
Pier Lab e&
W22 W22 W22 W22 W22 W22 W22 W22 W22 W22
Stati on
Top Botto m Top Botto m Top Botto m Top Botto m Top Botto m
.esi n Ty%e
0e1 0ei n
)*#!or m )*#!or m )*#!or m )*#!or m )*#!or m )*#!or m )*#!or m )*#!or m )*#!or m )*#!or m
& 0.2 5 0.2 5 0.2 5 0.2 5 0.2 5 0.2 5 0.2 5 0.2 5 0.2 5 0.2 5
C,rre nt 0ein
Pier Le
& 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22 0.22
Top L$ 1 Bot. L$ 1 Top L$ 1 Bot. L$ 1 Top L$ 1 Bot. L$ 1 Top L$ 1 Bot. L$ 1 Top L$ 1 Bot. L$ 1
Le 4' mm 555 0 555 0 555 0 555 0 555 0 555 0 555 0 555 0 555 0 555 0
Le 5' mm 2200 2200 2200 2200 2200 2200 2200 2200 2200 2200
Le 42 mm 8036 .5 8036 .5 8050 8050 8050 8050 8050 8050 8050 8050
Le 52 mm 2200 2200 2200 2200 2200 2200 2200 2200 2200 2200
S)ear 0eba r mm'( m
Bo,nd ary 6one Let
Bo,nd ary 6one 0i)t
mm
mm
Bo,nd ary 6one Let
Bo,nd ary 6one 0i)t
mm
mm
500 500 500 500 500 500 500 500 500 500
Table Pier Desi$n Detail 4ACI /1F!115 ! for *(/
TABLE: S)ear Wa&& Pier *W23+ S,mmary - AC 3'$-''
Stor y
Stor y1 Stor y1 Stor y2 Stor y2 Stor y3 Stor y3 Stor y4 Stor y4 Stor y5 Stor y5
Pier Lab e&
W23 W23 W23 W23 W23 W23 W23 W23 W23 W23
Stati on
Top Botto m Top Botto m Top Botto m Top Botto m Top Botto m
.esi n Ty%e
)*#!or m )*#!or m )*#!or m )*#!or m )*#!or m )*#!or m )*#!or m )*#!or m )*#!or m )*#!or m
0e1 0ei n
C,rre nt 0ein
&
&
0.25
0.29
0.25
0.29
0.25
0.29
0.25
0.29
0.25
0.29
0.25
0.29
0.25
0.29
0.25
0.29
0.25
0.29
0.4
0.29
Pier Le
Top L$ 1 Bot. L$ 1 Top L$ 1 Bot. L$ 1 Top L$ 1 Bot. L$ 1 Top L$ 1 Bot. L$ 1 Top L$ 1 Bot.L$ 1
Le 4' mm 385 0 385 0 385 0 385 0 385 0 385 0 385 0 385 0 385 0 385 0
Page 83 of 112
Le 5' mm 2200 2200 2200 2200 2200 2200 2200 2200 2200 2200
Le 42 mm 4550 4550 4550 4550 4550 4550 4550 4550 4550 4550
Le 52 mm 2200 2200 2200 2200 2200 2200 2200 2200 2200 2200
S)ea r 0eba r mm'( m 500 500 500 500 500 500 500 500 500 500
Analysis esults
3/14/2015
Table Pier Desi$n Detail 4ACI /1F!115 ! for *(
TABLE: S)ear Wa&& Pier *W2+ S,mmary - AC 3'$-''
Stor y
Stor y1 Stor y1 Stor y2 Stor y2 Stor y3 Stor y3 Stor y4 Stor y4 Stor y5 Stor y5
Pier Lab e&
W24 W24 W24 W24 W24 W24 W24 W24 W24 W24
Stati on
Top Botto m Top Botto m Top Botto m Top Botto m Top Botto m
.esi n Ty%e
)*#!or m )*#!or m )*#!or m )*#!or m )*#!or m )*#!or m )*#!or m )*#!or m )*#!or m )*#!or m
0e1 0ei n
C,rre nt 0ein
&
&
0.25
0.26
0.25
0.25
0.25
0.24
0.25
0.24
0.25
0.24
0.25
0.24
0.25
0.24
0.25
0.24
0.25
0.24
0.25
0.24
Pier Le
Top L$ 1 Bot. L$ 1 Top L$ 1 Bot. L$ 1 Top L$ 1 Bot. L$ 1 Top L$ 1 Bot. L$ 1 Top L$ 1 Bot.L$ 1
Le 4' mm 227 5 165 0 500 500 500 500 500 500 500 500
Le 5' mm 2200 2200 2200 2200 2200 2200 2200 2200 2200 2200
Le 42 mm 2850 2850 2850 2850 2850 2850 2850 2850 2850 2850
Le 52 mm 2200 2200 2200 2200 2200 2200 2200 2200 2200 2200
S)ea r 0eba r mm'( m
Bo,nd ary 6one Let
Bo,nd ary 6one 0i)t
mm
mm
Bo,nd ary 6one Let
Bo,nd ary 6one 0i)t
mm
mm
500 500 500 500 500 500 500 500 500 500
Table Pier Desi$n Detail 4ACI /1F!115 ! for *(3
TABLE: S)ear Wa&& Pier *W2!+ S,mmary - AC 3'$-''
Stor y
Stor y2 Stor y2 Stor y3
Pier Lab e&
W25
Stati on
W25
Top Botto m
W25
Top
.esi n Ty%e
)*#!or m )*#!or m )*#!or m
0e1 0ei n
C,rre nt 0ein
&
&
mm
mm
Top L$ 0.28 1 Bot.L$ 0.28 1 Top L$ 0.28 1
1300 1300 1300
2200 2200 2200
0.25 0.41 0.25
Pier Le
Le 4'
Page 84 of 112
Le 5'
Le 42 mm -400 -400 -400
Le 52 mm 2200 2200 2200
S)ea r 0eba r mm'( m 500 500 500
Analysis esults Stor y3 Stor y4 Stor y4 Stor y5 Stor y5
W25 W25 W25 W25 W25
Botto m Top Botto m Top Botto m
3/14/2015 )*#!or m )*#!or m )*#!or m )*#!or m )*#!or m
0.25
0.28
0.25
0.28
0.25
0.28
0.25
0.28
0.25
0.28
Bot.L$ 1 Top L$ 1 Bot. L$ 1 Top L$ 1 Bot. L$ 1
1300 1300 1300 1300 1300
2200 2200 2200 2200 2200
-400 -400 -400 -400 -400
2200 2200 2200 2200 2200
500 500 500 500 500
Table Pier Desi$n Detail 4ACI /1F!115 ! for *(
TABLE: S)ear Wa&& Pier *W2"+ S,mmary - AC 3'$-'' 0e1 Pier C,rre Stor Labe Statio .esi 0ei nt y & n n Ty%e n 0ein Pier Le & Story 1 Story 1 Story 2 Story 2 Story 3 Story 3 Story 4 Story 4 Story 5 Story 5
W26 W26 W26 W26 W26 W26 W26 W26 W26 W26
Top Botto m Top Botto m Top Botto m Top Botto m Top Botto m
)*#!or m )*#!or m )*#!or m )*#!or m )*#!or m )*#!or m )*#!or m )*#!or m )*#!or m )*#!or m
&
0.35
0.27
0.25
0.25
0.25
0.27
0.25
0.27
0.25
0.27
0.25
0.27
0.25
0.27
0.25
0.27
0.26
0.27
0.26
0.27
Top L$ 1 Bot. L$ 1 Top L$ 1 Bot. L$ 1 Top L$ 1 Bot. L$ 1 Top L$ 1 Bot.L$ 1 Top L$ 1 Bot. L$ 1
Table Pier Desi$n Detail 4ACI /1F!115 ! for *(
Page 85 of 112
Le 4'
Le 5'
Le 42
Le 52
S)ear 0ebar mm'( m
mm
mm
mm
mm
-2850
-2200
-2100
-2200
500
-2850
-2200
-1650
-2200
500
-2850
-2200
-2100
-2200
500
-2850
-2200
-2100
-2200
500
-2850
-2200
-2100
-2200
500
-2850
-2200
-2100
-2200
500
-2850
-2200
-2100
-2200
500
-2850
-2200
-2100
-2200
500
-2850
-2200
-2100
-2200
500
-2850
-2200
-2100
-2200
500
Bo,nda ry 6one Let
Bo,nd ary 6one 0i)t
mm
mm
139.89
137.1
Analysis esults
3/14/2015
TABLE: S)ear Wa&& Pier *W2#+ S,mmary - AC 3'$-''
Story
Pier Lab e&
Stati on
.esi n Ty%e
0e1 0ei n
C,rre nt 0ein
&
&
Pier Le
Le 4'
Top L$ 1
Le 5'
Le 42
mm
mm
4550
-2200
4550
-2200
4550
-2200
4550
-2200
Story1
W27
Top
)*#!or m
0.2 5
0.29
Story1
W27
Botto m
)*#!or m
0.2 5
0.29
Story2
W27
Top
)*#!or m
0.2 5
0.29
Story2
W27
Botto m
)*#!or m
0.2 5
0.29
0.2 5
Top L$ 0.29 1
4550
-2200
Bot. L$ 1 Top L$ 1 Bot. L$ 1
Story3
W27
Top
)*#!or m
Story3
W27
Botto m
)*#!or m
0.2 5
0.29
Bot.L$ 1
4550
-2200
Story4
W27
Top
)*#!or m
0.2 5
0.29
Top L$ 1
4550
-2200
Story4
W27
Botto m
)*#!or m
0.2 5
0.29
4550
-2200
Story5
W27
Top
)*#!or m
0.4 2
0.29
4550
-2200
W27
Botto m
)*#!or m
0.2 5
Story5
0.29
Bot. L$ 1 Top L$ 1 Bot. L$ 1
4550
-2200
Le 52
mm 385 0 385 0 385 0 385 0 385 0 385 0 385 0 385 0 385 0 385 0
mm
S)ea Bo,nda r ry 6one 0eba Let r mm'( m mm
2200
500
2200
500
2200
500
2200
500
2200
500
2200
500
2200
500
2200
500
2200
500
2200
500
Bo,nd ary 6one 0i)t mm
Table Pier Desi$n Detail 4ACI /1F!115 ! for *(F
TABLE: S)ear Wa&& Pier *W2$+ S,mmary - AC 3'$-''
Story
Pier Lab e&
Statio n
.esi n Ty%e
0e1 0ei n
C,rre nt 0ein
Pier Le
Le 4'
Page 86 of 112
Le 5'
Le 42
Le 52
S)ear 0ebar
Bo, nda ry 6on e Let
Bo,ndar y 6one 0i)t
Analysis esults
3/14/2015 &
Story1
W28
Top
Story1
W28
Botto m
Story2
W28
Story2
W28
Story3
W28
Story3
W28
Story4
W28
Story4
W28
Story5
W28
Story5
W28
Top Botto m Top Botto m Top Botto m Top Botto m
)*#!or m
0.2 5
)*#!or m )*#!or m )*#!or m )*#!or m )*#!or m )*#!or m )*#!or m )*#!or m )*#!or m
0.2 5 0.2 5 0.2 5 0.2 5 0.2 5 0.2 5 0.2 5 0.4 3 0.3 6
&
mm
Top L$ 0.29 1
0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29
Bot. L$ 1 Top L$ 1 Bot. L$ 1 Top L$ 1 Bot.L$ 1 Top L$ 1 Bot. L$ 1 Top L$ 1 Bot. L$ 1
6245. 3 6245. 3 -6250 -6250 -6250 -6250 -6250 -6250 -6250 -6250
mm
mm
mm
2200
5550
2200
2200 2200 2200 2200 2200 2200 2200 2200 2200
5550 5550 5550 5550 5550 5550 5550 5550 5550
2200 2200 2200 2200 2200 2200 2200 2200 2200
mm'( m
mm
mm
500
500 500 500 500 500 500 500 500 500
S'an0rel Desi$n Detail Table S'an0rel Desi$n Detail 4ACI /1F!115 ! for S1
TABLE: S)ear Wa&& S%andre& S,mmary - AC 3'$-''
Stor y
S%and re& Labe&
Stn
To% 0eb ar
To% 0ebar 0atio
To% 0eba r Comb o
0.0012 51 0.0019 83 0.0005 72 0.0011 13 0.0004 84 0.0009 14 0.0003 44 0.0005 86
DWal1 4 DWal1 3 DWal1 4 DWal1 3 DWal1 4 DWal1 3 DWal1 4 DWal1 3
mm' Stor y2 Stor y2 Stor y3 Stor y3 Stor y4 Stor y4 Stor y5 Stor y5
S1 S1 S1 S1 S1 S1 S1 S1
L!t "#$ %t L!t "#$ %t L!t "#$ %t L!t "#$ %t
300 476 137 267 116 219 82 141
To% .esi n Mome nt
Botto m 0eba r
kN-m
mm'
-89.93 141.85
38
-41.29
115
-80.06
81
-34.90
98
-65.83
59
-24.81
54
-42.30
23
Page 87 of 112
Botto m 0ebar 0atio
Botto m 0eba r Comb o
0.0001 58
DWal2 1
0.0004 81 0.0003 38 0.0004 07 0.0002 48 0.0002 26 0.0000 97
DWal2 1 DWal2 2 DWal2 1 DWal2 2 DWal2 1 DWal2 2
Botto m .esi n Mome nt kN-m 11.43
A7 Vert mm'( m
A7 8or9 mm'( m
611.8
300
658.2
300
34.72
500
300
24.38
500
300
29.36
500
300
17.92
500
300
16.37
500
300
7.01
500
300
S)ea r Comb o
.esi n S)ea r
DWal1 4 DWal1 3 DWal1 4 DWal1 3 DWal1 4 DWal1 3 DWal1 4 DWal1 3
kN 291. 78 315. 36 127. 59 217. 22 110. 48 185. 18 86.3 0 132. 46
Analysis esults
3/14/2015
Table S'an0rel Desi$n Detail 4ACI /1F!115 ! for S/
TABLE: S)ear Wa&& S%andre& S,mmary - AC 3'$-''
Stor y
S%and re& Labe&
Stn
To% 0eb ar
To% 0ebar 0atio
To% 0eba r Comb o
0.0005 02 0.0014 27 0.0007 89 0.0022 37 0.0012 11 0.0024 98 0.0013 87 0.0024 6 0.0011 57 0.0018 68
DWal1 4 DWal1 3 DWal1 4 DWal1 3 DWal1 4 DWal1 3 DWal1 4 DWal1 3 DWal1 4 DWal1 3
To% .esi n Mome nt
Botto m 0eba r
kN-m
mm'
mm' Stor y1 Stor y1 Stor y2 Stor y2 Stor y3 Stor y3 Stor y4 Stor y4 Stor y5 Stor y5
S3 S3 S3 S3 S3 S3 S3 S3 S3 S3
L!t "#$ %t L!t "#$ %t L!t "#$ %t L!t "#$ %t L!t "#$ %t
121 342 189 537 291 600 333 590 278 448
-36.25 102.41 -56.82 159.78 -87.01 178.22
83 125 66 96 14 50
Botto m 0ebar 0atio
Botto m 0eba r Comb o
0.0003 48 0.0005 21 0.0002 75 0.0004 01 0.0000 58 0.0002 08
DWal2 1 DWal2 2 DWal2 1 DWal2 2 DWal2 1 DWal2 2
Botto m .esi n Mome nt kN-m 25.12 37.60 19.90 28.93 4.17 15.03
-99.62 175.51 -83.17 133.73
A7 Vert mm'( m 178.1 2 227.5 9 178.1 2 557.1 2 194.2 8 707.3 9 289.8 2 697.6 4 178.1 2 371.9 1
A7 8or9 mm'( m 0 0 0 0 0 0 0 0 0 0
S)ea r Comb o
.esi n S)ea r
DWal1 4 DWal1 3 DWal1 4 DWal1 3 DWal1 4 DWal1 3 DWal1 4 DWal1 3 DWal1 4 DWal1 3
kN 93.4 5 192. 90 118. 81 283. 36 181. 28 322. 78 206. 22 318. 98 166. 45 230. 07
S)ea r Comb o
.esi n S)ea r
DWal1 4 DWal1 4
kN 233. 37 55.7 7
Table S'an0rel Desi$n Detail 4ACI /1F!115 ! for S
TABLE: S)ear Wa&& S%andre& S,mmary - AC 3'$-''
Stor y
S%and re& Labe&
Stati on
To% 0eb ar
To% 0ebar 0atio
To% 0ebar Comb o
0.005 42 0.004 18
Comb 2 DWal1 4
mm' Stor y1 Stor y1
S4
L!t
650
S4
"#$%t
502
To% .esi n Mome nt kN-m 125.18
Botto m 0eba r mm'
-97.60
Page 88 of 112
Botto m 0eba r 0atio
Botto m 0eba r Com bo
Botto m .esi n Mome nt kN-m
A7 Vert mm'( m 1231. 8 178.1 2
A7 8or9 mm'( m 0 0
Analysis esults
3/14/2015
. SAE Analsis Desi$n Results .1 Soil Pro'erties Table .1 Soil Pro'erties Soil
Sub $ra0e 6/$3
SH>&1
3.0000E04
.( Loa0 Assi$n"ents ! Surface Loa0 %e loor sl!+s !re divided into t%ree #!rts suc% !s F1, F2, !nd F3.
Table.( Surface Loa0s for Raft Area Label
Loa0Pat
Dir
UnifLoa0 6/$2
R1
e!d
@r!vit"
'.50
R1
&ive
@r!vit"
2.00
Table .( Surface Loa0s for T'ical Stor Slab 4stor1!stor5 Area Label
Loa0Pat
Dir
UnifLoa0 6/$2
F1 F1 F2 F2 F3 F3
e!d &ive e!d &ive e!d &ive
@r!vit" @r!vit" @r!vit" @r!vit" @r!vit" @r!vit"
'.50 2.00 '.50 5.00 '.50 2.00
Page 89 of 112
Analysis esults
3/14/2015
Table .( Surface Loa0s for Roof Slab Area Label
Loa0Pat
Dir
UnifLoa0 6/$2
F1 F1 F2 F2 F3 F3
e!d &ive e!d &ive e!d &ive
@r!vit" @r!vit" @r!vit" @r!vit" @r!vit" @r!vit"
*.50 2.00 *.50 2.00 *.50 2.00
./ Analsis Desi$n Results ./.1Raft
i$..1 Dis'lace"ent for C>MB1! ""
Page 90 of 112
Analysis esults
3/14/2015
i$..( Soil Pressure Dia$ra" for C>MB1! +N,"
Page 91 of 112
Analysis esults
3/14/2015
i$../ Stri' Mo"ent 0ia$ra" for C>MB(! +N."
Page 92 of 112
Analysis esults
3/14/2015
i$.. Stri' S%ear orce 0ia$ra" for C>MB(! +N
Page 93 of 112
Analysis esults
3/14/2015
i$..3 To' an0 Botto" Reinforce"ent for Laer A H "" (
Page 94 of 112
Analysis esults
3/14/2015
i$.. To' an0 Botto" Reinforce"ent for Laer B H "" (
./.( Stor 1 Slab
Page 95 of 112
Analysis esults
3/14/2015
i$.. Dis'lace"ent for C>MB(! ""
Page 96 of 112
Analysis esults
3/14/2015
i$..F Stri' Mo"ent 0ia$ra" for C>MB(! +N."
Page 97 of 112
Analysis esults
3/14/2015
i$.. Stri' S%ear orce 0ia$ra" for C>MB(! +N
Page 98 of 112
Analysis esults
3/14/2015
i$..12 To' an0 Botto" Reinforce"ent for Laer A H "" (
Page 99 of 112
Analysis esults
3/14/2015
i$..11 To' an0 Botto" Reinforce"ent for Laer B H "" (
././ Stor ( Slab 4T'ical5 Page 100 of 112
Analysis esults
3/14/2015
i$..1( Dis'lace"ent for C>MB(! ""
Page 101 of 112
Analysis esults
3/14/2015
i$..1/ Stri' Mo"ent 0ia$ra" for C>MB(! +N."
Page 102 of 112
Analysis esults
3/14/2015
i$..1 Stri' S%ear orce 0ia$ra" for C>MB(! +N
Page 103 of 112
Analysis esults
3/14/2015
i$..13 To' an0 Botto" Reinforce"ent for Laer A H "" (
Page 104 of 112
Analysis esults
3/14/2015
i$..1 To' an0 Botto" Reinforce"ent for Laer B H "" (
Page 105 of 112
Analysis esults ././ Roof Slab
3/14/2015
i$..1F Dis'lace"ent for C>MB(! ""
Page 106 of 112
Analysis esults
3/14/2015
i$..1 Stri' Mo"ent 0ia$ra" for C>MB(! +N."
Page 107 of 112
Analysis esults
3/14/2015
i$..(2 Stri' S%ear orce 0ia$ra" for C>MB(! +N
Page 108 of 112
Analysis esults
3/14/2015
i$..(1To' an0 Botto" Reinforce"ent for Laer A H "" (
Page 109 of 112
Analysis esults
3/14/2015
i$..(( To' an0 Botto" Reinforce"ent for Laer B H "" (
Page 110 of 112
Analysis esults
3/14/2015
Page 111 of 112
