Situation 2. The hydraulic cylinder operates the toggle which closes the vertical gate against the pressure of fresh water on the opposite side. The 3-m deep water exerts on the gate a uniformly varying load from zero at the water level to 58.86 PA 0.25 m 2 m kN/m as shown. At the position shown, 9. Determine the magnitude of the reaction at pin A. a. 61.803 kN 1 m c. 71.266 kN b. 88.290 kN d. 98.240 kN B. h =3 m 10. Determine the force in the piston DF. a. 139.357 kN (C) b. 148.067 kN (C) 11. Determine the force in member DE 2 m c. 157.938 kN (C) d. 115.503 kN (T) 1.5 m a. 124.645 kN (C) b. 141.264 kN (C) c. 132.435 kN (C) d. 112.761 kN (T) 58.86 kN/m

Situation 2. The hydraulic cylinder operates the toggle which closes the vertical gate against the pressure of fresh water on the opposite side. The 3-m deep water exerts on the gate a uniformly varying load from zero at the water level to 58.86 PA 0.25 m 2 m kN/m as shown. At the position shown, 9. Determine the magnitude of the reaction at pin A. a. 61.803 kN 1 m c. 71.266 kN b. 88.290 kN d. 98.240 kN B. h =3 m 10. Determine the force in the piston DF. a. 139.357 kN (C) b. 148.067 kN (C) 11. Determine the force in member DE 2 m c. 157.938 kN (C) d. 115.503 kN (T) 1.5 m a. 124.645 kN (C) b. 141.264 kN (C) c. 132.435 kN (C) d. 112.761 kN (T) 58.86 kN/m

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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