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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Concept explainers

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.

Question

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

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