2- A sign weighs 2000 lbs. The design spectral acceleration was determined and found to be SDs = Just Married 1.20g. Level 3 (Roof) Calculate the ratio of the seismic design force F, (a non- structural component on the roof) and seismic base shear V (rigid nonbuilding structure supported on the ground) Level 2 Level 1 Just Married Level 0 (Base ) 40 ft

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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2- A sign weighs 2000 lbs. The design spectral
acceleration was determined and found to be SDs =
Just
Married
1.20g.
Level 3 (Roof)
Calculate the ratio of the seismic design force Fp (a non-
structural component on the roof) and seismic base shear
V (rigid nonbuilding structure supported on the ground)
Level 2
Level 1
Just
Married
I f| Level 0 (Base)
40 ft
Transcribed Image Text:2- A sign weighs 2000 lbs. The design spectral acceleration was determined and found to be SDs = Just Married 1.20g. Level 3 (Roof) Calculate the ratio of the seismic design force Fp (a non- structural component on the roof) and seismic base shear V (rigid nonbuilding structure supported on the ground) Level 2 Level 1 Just Married I f| Level 0 (Base) 40 ft
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