Find the building's Seismic Response Coefficie
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Use the ASCE 7 equations for building vibration period and base shear and calculate the design base shear for the following building.
Building information:
Building height:
Location:
Function:
Total building weight:
Structural system:
160-ft tall
Santa Monica, CA (Seismic Design Category E)
Hospital (Importance factor, I =1.5)
7,400 kips
Steel eccentrically braced frame (R= 8)

Transcribed Image Text:Find the building's Seismic Response Coefficient. C
ASCE 7 Equation for Vibration Period
T₂- Chor
Redmond, VA
Sc-004
801-0.42 g
Structure Type
Steel moment-resisting frames
Concrete moment-resisting frames
Steel eccentrically braced frames
Steel buckling-restrained braced frames
All other structural systems
San Francisco, CA
S1340
841-006
Santa Monica CA
S-134
801 0.75g
h, is the building height above ground (in feet)
Cand x are given in the table below.
0.104
0.251
0.321
0.531
Table-Values of Approximate Period Parameters Ct and x
X
C₂
Las Vegas, NV
Sds-0379
Sd10.17 g
0.028
0.016
0.03
0.03
0.02
New York, NY
Sdx-0 180 g
S010048
Oa
0.8
0.9
0.75
0.75
0.75
Hidd
Lowwe hazed
Miami Beach, FL
8-0.044
Set-0033
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