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Civil Engineering
Situation No. 1: A 35 m bldg. with an average height of 3.5 m. each floor, has a weight of 3,800 kN for each floor and 3,500 kN for the roof top. The building is located in the City of Manila with a zone factor of 0.40, and the site coefficient of 1.0 (soil profile with a rock like material). The use of the building is to carry hazardous facilities with an importance factor of 1.25, and factor of 10, (Concrete-moment resisting frame system), a. Compute the natural period in sec. b. Compute the numerical lateral coefficient C. c. Compute the design base shear.

Situation No. 1: A 35 m bldg. with an average height of 3.5 m. each floor, has a weight of 3,800 kN for each floor and 3,500 kN for the roof top. The building is located in the City of Manila with a zone factor of 0.40, and the site coefficient of 1.0 (soil profile with a rock like material). The use of the building is to carry hazardous facilities with an importance factor of 1.25, and factor of 10, (Concrete-moment resisting frame system), a. Compute the natural period in sec. b. Compute the numerical lateral coefficient C. c. Compute the design base shear.

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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Situation No. 1: A 35 m bldg. with an average height of 3.5 m. each floor, has a weight of 3,800 kN for each floor and 3,500 kN for the roof top. The building is located in the City of Manila with a zone factor of 0.40, and the site coefficient of 1.0 (soil profile with a rock like material). The use of the building is to carry hazardous facilities with an importance factor of 1.25, and factor of 10, (Concrete-moment resisting frame system), a. Compute the natural period in sec. b. Compute the numerical lateral coefficient C. c. Compute the design base shear.
Transcribed Image Text:Situation No. 1: A 35 m bldg. with an average height of 3.5 m. each floor, has a weight of 3,800 kN for each floor and 3,500 kN for the roof top. The building is located in the City of Manila with a zone factor of 0.40, and the site coefficient of 1.0 (soil profile with a rock like material). The use of the building is to carry hazardous facilities with an importance factor of 1.25, and factor of 10, (Concrete-moment resisting frame system), a. Compute the natural period in sec. b. Compute the numerical lateral coefficient C. c. Compute the design base shear.
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