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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F617adb4c-aef1-4952-ad7b-dff5bc1056e4%2F08f62d31-b842-4941-bd9f-5c4fc59c8df8%2F2014l0q_processed.jpeg&w=3840&q=75)
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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