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Use the ASCE 7 equations for building vibration period and base shear and calculate the design base shear for the following building.

Use the ASCE 7 equations for building vibration period and base shear and calculate the design base shear for the following building.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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)

Calculate the building's Base Shear, V ASCE 7 Equation for Vibration Period T₂ C₂² Redmond, VA S-004 S1-0.42 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 Sds 1340 841-266g Santa Monica CA Sds 134 g 8d1=0.75g is the building height above ground (in feet) Grand x are given in the table below. Table-Values of Approximate Period Parameters Ct and x C₂ x Las Vegas, NV Sds-0379 Sd10.17 g 771 kips 1,857 kips 2,375 kips 3,238 kips 0.028 0.016 0.03 0.03 0.02 New York, NY Side-0 180 g | 10 Op 0.8 0.9 0.75 0.75 0.75 Lowwe had Miami Beach, FL -0.044 Set-0033 g
Transcribed Image Text:Calculate the building's Base Shear, V ASCE 7 Equation for Vibration Period T₂ C₂² Redmond, VA S-004 S1-0.42 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 Sds 1340 841-266g Santa Monica CA Sds 134 g 8d1=0.75g is the building height above ground (in feet) Grand x are given in the table below. Table-Values of Approximate Period Parameters Ct and x C₂ x Las Vegas, NV Sds-0379 Sd10.17 g 771 kips 1,857 kips 2,375 kips 3,238 kips 0.028 0.016 0.03 0.03 0.02 New York, NY Side-0 180 g | 10 Op 0.8 0.9 0.75 0.75 0.75 Lowwe had Miami Beach, FL -0.044 Set-0033 g
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