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32. Problem! A 3-storey concrete special moment resisting structure has the following properties: Weight of each storey: Deck roof 800 kN 3rd floor 1600 kN 2nd floor 2400 kN 1th floor = 0 F-215.38 Deck room-900 kN F 4m 1600 kN 4m 6um =2400 kN 61D 6m Compute the period of vibration of the structure in seconds if it has a numerical coefficient of C₁ = 0.0731. a) 0.529 sec. c) 0.604 sec. b) 0.313 sec. d) 0.477 sec. Compute the shear at the base of the structure if the total lateral load on the deck roof is equal to 215.38 kN. a) 800 kN b) 600 kN c) 750 kN d) 650 kN Compute the shear force on the 2nd floor. a) 567.73 kN c) 693.85 kN b) 660.12 kN d) 523.07 kN

32. Problem! A 3-storey concrete special moment resisting structure has the following properties: Weight of each storey: Deck roof 800 kN 3rd floor 1600 kN 2nd floor 2400 kN 1th floor = 0 F-215.38 Deck room-900 kN F 4m 1600 kN 4m 6um =2400 kN 61D 6m Compute the period of vibration of the structure in seconds if it has a numerical coefficient of C₁ = 0.0731. a) 0.529 sec. c) 0.604 sec. b) 0.313 sec. d) 0.477 sec. Compute the shear at the base of the structure if the total lateral load on the deck roof is equal to 215.38 kN. a) 800 kN b) 600 kN c) 750 kN d) 650 kN Compute the shear force on the 2nd floor. a) 567.73 kN c) 693.85 kN b) 660.12 kN d) 523.07 kN

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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32. Problem! A 3-storey concrete special moment resisting structure has the following properties: Weight of each storey: Deck roof 800 kN 3rd floor 1600 kN 2nd floor 2400 kN 1th floor = 0 F-215.38 Deck room-900 kN F 4m 1600 kN 4m 6um =2400 kN 61D 6m Compute the period of vibration of the structure in seconds if it has a numerical coefficient of C₁ = 0.0731. a) 0.529 sec. c) 0.604 sec. b) 0.313 sec. d) 0.477 sec. Compute the shear at the base of the structure if the total lateral load on the deck roof is equal to 215.38 kN. a) 800 kN b) 600 kN c) 750 kN d) 650 kN Compute the shear force on the 2nd floor. a) 567.73 kN c) 693.85 kN b) 660.12 kN d) 523.07 kN
Transcribed Image Text:32. Problem! A 3-storey concrete special moment resisting structure has the following properties: Weight of each storey: Deck roof 800 kN 3rd floor 1600 kN 2nd floor 2400 kN 1th floor = 0 F-215.38 Deck room-900 kN F 4m 1600 kN 4m 6um =2400 kN 61D 6m Compute the period of vibration of the structure in seconds if it has a numerical coefficient of C₁ = 0.0731. a) 0.529 sec. c) 0.604 sec. b) 0.313 sec. d) 0.477 sec. Compute the shear at the base of the structure if the total lateral load on the deck roof is equal to 215.38 kN. a) 800 kN b) 600 kN c) 750 kN d) 650 kN Compute the shear force on the 2nd floor. a) 567.73 kN c) 693.85 kN b) 660.12 kN d) 523.07 kN
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