REVIEWED BLD BLD2024-1114 STRUCTURAL CALCS_6.6.2024RECEIVED BLD2024-1114
Sep 03 2024
CITY OF EDMONDS
'DEVELOPMENT SERVICES
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4120 Ifdyt Ave.
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Everett,, WA 98203 �—
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BRACE�X �c I G 13 � �2
1613.2.3 Site coefficients and tdjustmumdmcon-
sidered earthquake spectral response acceleration
parameters. The maximmm considered earthquake spec-
tral response acceleration for short periods, SMS, and at 1-
second period, .SM1, adjusted for site class effects shall be
determined by 13qua[ion.s 16-36 and 16-37, respectively:
SMS=FA (Equation 16.36)
Sul = f',.S, (Equation W37)
but SMs shall not be taken less than ,S,,11 except when deter
ruining the seismic design category in accordance with
Section 1013.2.5.
where:
F• = Site coefficient defined in Table 1613.2.3(1).
F, = Site coefficient defined in Table 1613.2.3(2).
Ss = 'llrc mapped spectral accelerations for short periods
as determined in Section 1613.2.1.
S, = 'Fhe mapped spectral accelerations for a 1-second
period as determined iii ;Section 1613.2.1.
Where Site Class I) is selected as the default site class
Per Section 1613.2.2, the value of Fe shall be not less than
1613.2.-1T7)estgri spectral response acceleration paraenc=
ters. Five -percent damped design spectral response accel
eration at short periods, Ss and at Wecond period, Sal,
shall be determined from Equations ,16-38'and 16-39;'
respectively:
2,
SDS = 3SuS (Equation,16-38)
2.
SDI = 3S,�nt (Equation 16-39)
where:
SMs = The maximum, considered e.uthqugke spectral
response accelerations for short period as
- deternined in Section 1613.2.3�: .
S,y'.. -=The maximum considered.canliquake.spectral
responseaccelerations for 1-sec'ond period as
determined in Section 1613.23
JMs _ Fq5 - Its x12-2.,16 =.1�22—
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i = 3 DMI = 3 x 01715= 0t47
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