An eight-story commercial building is proposed to be constructed in Cavite. The structure shall be a reinforced concrete building (no shear walls). The weight per floor is estimated to be 1800 kN. The roof deck weighs 1700 kN. Solve for the base shear, lateral forces per floor, and check for story drift. Height per floor is 3.5m Depth of the foundation to the ground level is 1.8m Column stiffness is 300 kN/ mm per floor. Based on the National Structural Code of the Philippines

An eight-story commercial building is proposed to be constructed in Cavite. The structure shall be a reinforced concrete building (no shear walls). The weight per floor is estimated to be 1800 kN. The roof deck weighs 1700 kN. Solve for the base shear, lateral forces per floor, and check for story drift. Height per floor is 3.5m Depth of the foundation to the ground level is 1.8m Column stiffness is 300 kN/ mm per floor. Based on the National Structural Code of the Philippines

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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