Seismic Parameters - Factored Load Ev

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Table 1 Design Response Spectra

Spectral Values Calculation - (Based on IBC 2003 - Section 161!1!"#

The user shall input the cells shown in:

1 Spectral Respnse $cceleration %or &apped &a'iu Considered )art*+ua,e (&C)#

1.1 Short Period 0.2 sec 0.186 g (Ref SAES-A-112, Table-1)

1.2 Period 1 sec 0.053 g (Ref SAES-A-112, Table-1)

2 Site Class C

3 Site coecient

3.1 Short Period 1!20 (Ref ASCE 7-05, Table 11.

3.2 Period 1 sec 1!.0 (Ref ASCE 7-05, Table 11.

" $d/usted &C) Spectral Response $cceleration araeters

4.1 Short Period 0!2232 g (Ref ASCE 7-05, Eqn 11.4

4.2 Period 1 sec 0!001 g (Ref ASCE 7-05, Eqn 11.4

Design Spectral Response $ccelerations araeters5.1 Short Period 0!1" g (Ref ASCE 7-05, Eqn 11.4

5.2 Period 1 sec 0!0601 g (Ref ASCE 7-05, Eqn 11.4

6 Design Response Spectru

6.1 0!00.3 s

6.2 0!"036. s

Ss

S1

(Ref SAES-A-112, Table-1note.4 or Soil report if aa

4a

45

S&S

4a 7 S

s

S&1

45 7 S

1

SDS

283 7 S&S

SD1

283 7 S&1

To 0!2 7 S

D18S

DS

Ts S

D18S

ds



6.3 ong Period Transition Period 6.000 s

6.4 !unda"ental Period o# $%uip&Str. T s

. Design Spectral Response $ccelerations9 Sa

a# T : To

0.1488 '0.4(0.6)T & 0.080*3+

b#

, 0.1488

c#

, 0.0601

T

d# T; : T

, 0.3604

-ased on:

Site Class C

0!1"0!0601

(Ref ASCE 7-05 Table 11.!-1)

,


,

Seis"ic /esign Categor , $

"o#t $riti$al of eit%er $ate&or' $a#e aboe $ontrol#

T;

Sa , S

/S {0.4 ( 0.6 T&T

0} =

T0 : T : Ts

Sa , S

/S

Ts : T : T;

Sa , S

/1 & T

Sa , S

/1. T

& T2

T2

S/S

S/1

Categor#or SDS)

Categor#or SD1)



, /

0!02 /

, 0!02/

;C 2B , 1!22 / 1.2 /s ( /o

;C "$ , 0!.02 /s

;C "$ , 0!.02 /o

;C "B , 0!.32 /s

;C "B , 0!132 /o

$

0.2 S/S

1.0$

1.2 ( 1.0$

0. 1.0$ 0. /s ( /o

0. 1.0$ 0. /s ( /o

0. 0.1.0$ 0. /s ( /e

0.70.6 1.0$ 0. /s ( /e



0.00 1.00 2.00 3.00 4.00 5.00 6.00

0.000

0.020

0.040

0.060

0.080

0.100

0.120

0.140

0.160

$'is Title

$'is Title



Ss

0 0!16 0!2

C 1.2 1.2

Ss0!2 0! 0!. 1 1!2

$ 0.8 0.8 0.8 0.8 0.8

B 1 1 1 1 1

C 1.2 1.2 1.1 1 1

D 1.6 1.4 1.2 1.1 1

4-1) ) 2.5 1.* 1.2 0. 0.

4-2) 4 Sec. 11.4. Sec. 11.4. Sec. 11.4. Sec. 11.4. Sec. 11.4.*

1)

2)

3)

3) Ss

0 0!03 0!1

C 1.* 1.*

0!1 0!2 0!3 0!" 0!

ilable)

S1



$ 0.8 0.8 0.8 0.8 0.8

B 1 1 1 1 1

C 1.* 1.6 1.5 1.4 1.3

D 2.4 2.0 1.8 1.6 1.5

) 3.5 3.2 2.8 2.4 2.4

Sec. 11.4. Sec. 11.4. Sec. 11.4.*



( # ( 1.6 or 1.0 $o 1!2300

0!.10

0!.10

0!."0

0!1"0

LoadFactor

( 1.2 # ( 1.0 $o

( 1.2 # ( 1.0 $o

( 1.0 $e

( 1.0 $e



*.00

Sa



$SC) Seisic ;oad Calculation Base S*e9ccupanc Categor ,

"portance !actor , 1.0

Soil site class , C

Spectral cceln. short period , 0!16Spectral cceln. 1 second , 0!03

Structure ;eight hn , 4.0

Site Coecients

!a , 1!20

!< , 1!.0

&a'iu Spectral Response $ccelerations

,

, 0!223

,

, 0!00

Design Spectral Response Accelerations for Short and 1-Second Periods :

,

, 0!1"

,

, 0!060

Seismic Design Category:

, $

, $

=se Categor , $

Fundamental Period:

Period Coe>cient , 0.0488

Period $?ponent ? , 0.*5

ppro?. Period ,

0!13

=pper i"it Coe#. , 1.*

Period "a?i"u" T"a? ,

0!23

!unda"ental Period T , 0!13

Period #ro" "odel ,

Choose Period T , 0.138

Seismic Design Factors and Coefficients:

@esponse AodiBer @ , 2.50

SS

S1

SAS

!a ) SS

SA1

!< ) S1

S/S

2&3 ) SAS

S/1

2&3 ) SA1

Categor#or SDS)

Categor#or SD1)

Ct

Ta

Ct ) hn

Cu

Cu ) T

a

T"odel



,

, 0!060

,

, 0!1."

,

0!010

, 0!060

CS

S/S

&@&

CS(max)

S/1

&'@&)T

CS(min) 0.044)S

/S)

CS



r )+uation

(Ref ASCE 7-05, Table 1.5.1 an 1.5.2) (onl' for teporar' fa$ili

(Ref SAES-A-112, Table-2 note.4 or Soil report if aailable)

(Ref SAES-A-112, Table-2)(Ref SAES-A-112, Table-2)

" Tan* E+ent %ei&%t

(Ref ASCE 7-05, Table 11.4-1)

(Ref ASCE 7-05, Table 11.4-2)

(Ref ASCE 7-05, Eqn 11.4-1)

(Ref ASCE 7-05, Eqn 11.4-2)

(Ref ASCE 7-05, Eqn 11.4-3)

(Ref ASCE 7-05, Eqn 11.4-3)



"o#t $riti$al of eit%er $ate&or' $a#e aboe $ontrol#

( Ref ASCE 7-05 Table 12.-2)

(Ref ASCE 7-05 Table 12.-2)

(Ref ASCE 7-05 Eqn. 12.-7)

sec

(Ref ASCE 7-05 Table 12.-1)

sec (Ref ASCE 7-05 Se$tion 12..2)

sec (T Ta / CTa, ASCE 7-05 Se$tion 12..2)

sec ro Staa.ro (Str$tral Anal'#i#)

sec

(Ref ASCE 7-05 Table 12.2.1 or 13.!.1 or 15.4.2)



(Ref ASCE 7-05 Eqn. 12.-2)

(Ref ASCE 7-05 Eqn. 12.-3)

(Ref ASCE 7-05 Eqn. 12.-5)

+

D 0.01

CS(in)

/ CS / C

S(a)



ie# 4 'ear# lifetie)



















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Seismic Parameters - Factored Load Ev