(a)determine the magnitude (in kips) and direction (R or L) of the horizontal component of the force acting onthecurved gate AB. (b)determine the magnitude (in kips) and direction (U or D) of the total vertical component of the force acting on the curved gate. (c)determinethe magnitude of the total force (in kips) acting on the gate. (d)determine the angle that the total force acting on the gate makes with the horizontal
(a)determine the magnitude (in kips) and direction (R or L) of the horizontal component of the force acting onthecurved gate AB. (b)determine the magnitude (in kips) and direction (U or D) of the total vertical component of the force acting on the curved gate. (c)determinethe magnitude of the total force (in kips) acting on the gate. (d)determine the angle that the total force acting on the gate makes with the horizontal
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Show fbd and diagrams.
A sector-shaped sluice gate having a radius of curvature of 18 ft is as shown. The center of curvature C is 3 ft vertically below the lower edge A of the gate about which the gate is constructed to turn. If the water level is 7.9 ft above the lower edge of the gate.
(a)determine the magnitude (in kips) and direction (R or L) of the horizontal component of the force acting onthecurved gate AB.
(b)determine the magnitude (in kips) and direction (U or D) of the total vertical component of the force acting on the curved gate.
(c)determinethe magnitude of the total force (in kips) acting on the gate.
(d)determine the angle that the total force acting on the gate makes with the horizontal
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