A 6 storey with roof deck building has a total height of 21m. The computed base shear is 900 kN. Each floor has an average height of 3.5m. Each floor has a weight of 3500 kN except for the top most level with a weight of 2500 kN. Its natural period of oscillation is 0.75 sec. What is the shear at the 2nd level, 3rd level, 4th level and 5th level?
A 6 storey with roof deck building has a total height of 21m. The computed base shear is 900 kN. Each floor has an average height of 3.5m. Each floor has a weight of 3500 kN except for the top most level with a weight of 2500 kN. Its natural period of oscillation is 0.75 sec. What is the shear at the 2nd level, 3rd level, 4th level and 5th level?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A 6 storey with roof deck building has a total height of 21m. The computed base shear is 900 kN. Each floor has an average height of 3.5m. Each floor has a weight of 3500 kN except for the top most level with a weight of 2500 kN. Its natural period of oscillation is 0.75 sec. What is the shear at the 2nd level, 3rd level, 4th level and 5th level?
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