SITUATION 1- A 35 m. building with an average height of 3.5 m. each floor, has a weight of 4,000 kN for each floor and 3,000 kN for the roof top. The building is located at Makati City with a zone factor of 0.40. It is located 9.2 km from the West Valley Fault System with a soil profile type A and Seismic Source Type A. The use of the building is to carry hazardous facilities with an importance factor of 1.25, Modification factor R = 8.5 (Special Moment Resisting Concrete Frame). Ct is determined to be 0.075. a. Determine the design base shear. b. Determine the shear at the 5th floor. C. Determine the moment at the base.
SITUATION 1- A 35 m. building with an average height of 3.5 m. each floor, has a weight of 4,000 kN for each floor and 3,000 kN for the roof top. The building is located at Makati City with a zone factor of 0.40. It is located 9.2 km from the West Valley Fault System with a soil profile type A and Seismic Source Type A. The use of the building is to carry hazardous facilities with an importance factor of 1.25, Modification factor R = 8.5 (Special Moment Resisting Concrete Frame). Ct is determined to be 0.075. a. Determine the design base shear. b. Determine the shear at the 5th floor. C. Determine the moment at the base.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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EARTHQUAKE ENGINEERING PROBLEM: USE NSCP 2015 TO SOLVE THE PROBLEM BELOW:
Transcribed Image Text:SITUATION 1- A 35 m. building with an average height of 3.5 m. each floor, has a weight of 4,000 kN for each floor and
3,000 kN for the roof top. The building is located at Makati City with a zone factor of 0.40. It is located 9.2 km from the
West Valley Fault System with a soil profile type A and Seismic Source Type A. The use of the building is to carry
hazardous facilities with an importance factor of 1.25, Modification factor R = 8.5 (Special Moment Resisting Concrete
Frame). Ct is determined to be 0.075.
a. Determine the design base shear.
b. Determine the shear at the 5th floor.
C.
Determine the moment at the base.
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